,EPID,ELID,LOADID,DOI,title,year,journal,country,institution,laboratory,authors,Ltot,Lspan,Lcons,Lmeas,h,b,hc,thc,RH,Temp,pd,fcm,catfcm,tfcm,fctm,catfctm,tfctm,Ecm,catEcm,tEcm,mix,Es,fsr,fy,phi,zs,nbl,clat,phit,st,phiw,sw,type,method,fpk,fp01k,Ep,rel,fpr,npl,phip,Ap,zp,cplat,catf,epsin,catcal,selfw,typew,locw,epsc,Nrep,N,M,sigs,t0,t,PL,catp,t0p,tp,value,valcat
0,1,2-16R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,48.89,14,1,0.0,0,0,0,0.038,2
1,1,2-16R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,132.882,14,1,0.0,0,0,0,0.093,2
2,1,2-16R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,186.786,14,1,0.0,0,0,0,0.138,2
3,1,2-16R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,243.198,14,1,0.0,0,0,0,0.169,2
4,1,2-16R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,381.094,14,1,0.0,0,0,0,0.248,2
5,1,2-16R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,48.89,14,1,0.0,0,0,0,0.024,2
6,1,2-16R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,132.882,14,1,0.0,0,0,0,0.065,2
7,1,2-16R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,186.786,14,1,0.0,0,0,0,0.1,2
8,1,2-16R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,243.198,14,1,0.0,0,0,0,0.117,2
9,1,2-16R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,381.094,14,1,0.0,0,0,0,0.184,2
10,1,2-16R,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,529.019,14,1,0.0,0,0,0,0.244,2
11,1,2-16R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,48.89,14,1,0.0,0,0,0,0.06,4
12,1,2-16R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,132.882,14,1,0.0,0,0,0,0.149,4
13,1,2-16R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,186.786,14,1,0.0,0,0,0,0.228,4
14,1,2-16R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,243.198,14,1,0.0,0,0,0,0.303,4
15,1,2-16R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,381.094,14,1,0.0,0,0,0,0.481,4
16,1,2-16R,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,529.019,14,1,0.0,0,0,0,0.709,4
17,1,2-16R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,48.89,14,1,0.0,0,0,0,0.024,4
18,1,2-16R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,132.882,14,1,0.0,0,0,0,0.11,4
19,1,2-16R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,186.786,14,1,0.0,0,0,0,0.151,4
20,1,2-16R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,243.198,14,1,0.0,0,0,0,0.175,4
21,1,2-16R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,381.094,14,1,0.0,0,0,0,0.295,4
22,1,2-16R,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,529.019,14,1,0.0,0,0,0,0.531,4
23,1,2-16R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,243.198,14,1,0.0,0,0,0,135.0,5
24,1,2-16R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,406.4,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.92],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,243.198,14,1,0.0,0,0,0,135.0,5
25,1,2-16T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,70.747,14,1,0.0,0,0,0,0.052,2
26,1,2-16T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,137.896,14,1,0.0,0,0,0,0.104,2
27,1,2-16T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,219.435,14,1,0.0,0,0,0,0.166,2
28,1,2-16T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,286.584,14,1,0.0,0,0,0,0.207,2
29,1,2-16T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,346.539,14,1,0.0,0,0,0,0.256,2
30,1,2-16T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,407.693,14,1,0.0,0,0,0,0.286,2
31,1,2-16T,7,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,501.222,14,1,0.0,0,0,0,0.305,2
32,1,2-16T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,70.747,14,1,0.0,0,0,0,0.044,2
33,1,2-16T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,137.896,14,1,0.0,0,0,0,0.095,2
34,1,2-16T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,219.435,14,1,0.0,0,0,0,0.12,2
35,1,2-16T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,286.584,14,1,0.0,0,0,0,0.141,2
36,1,2-16T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,346.539,14,1,0.0,0,0,0,0.167,2
37,1,2-16T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,407.693,14,1,0.0,0,0,0,0.196,2
38,1,2-16T,7,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,501.222,14,1,0.0,0,0,0,0.225,2
39,1,2-16T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,70.747,14,1,0.0,0,0,0,0.087,4
40,1,2-16T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,137.896,14,1,0.0,0,0,0,0.2,4
41,1,2-16T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,219.435,14,1,0.0,0,0,0,0.303,4
42,1,2-16T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,286.584,14,1,0.0,0,0,0,0.344,4
43,1,2-16T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,346.539,14,1,0.0,0,0,0,0.446,4
44,1,2-16T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,407.693,14,1,0.0,0,0,0,0.634,4
45,1,2-16T,7,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,501.222,14,1,0.0,0,0,0,0.584,4
46,1,2-16T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,70.747,14,1,0.0,0,0,0,0.045,4
47,1,2-16T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,137.896,14,1,0.0,0,0,0,0.123,4
48,1,2-16T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,219.435,14,1,0.0,0,0,0,0.197,4
49,1,2-16T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,286.584,14,1,0.0,0,0,0,0.305,4
50,1,2-16T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,346.539,14,1,0.0,0,0,0,0.356,4
51,1,2-16T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,407.693,14,1,0.0,0,0,0,0.523,4
52,1,2-16T,7,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,501.222,14,1,0.0,0,0,0,0.658,4
53,1,2-16T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,286.584,14,1,0.0,0,0,0,122.0,5
54,1,2-16T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,286.584,14,1,0.0,0,0,0,122.0,5
55,1,2-24R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,109.806,14,1,0.0,0,0,0,0.083,2
56,1,2-24R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,183.861,14,1,0.0,0,0,0,0.147,2
57,1,2-24R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,305.159,14,1,0.0,0,0,0,0.236,2
58,1,2-24R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,109.806,14,1,0.0,0,0,0,0.059,2
59,1,2-24R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,183.861,14,1,0.0,0,0,0,0.11,2
60,1,2-24R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,305.159,14,1,0.0,0,0,0,0.184,2
61,1,2-24R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,418.795,14,1,0.0,0,0,0,0.235,2
62,1,2-24R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,563.075,14,1,0.0,0,0,0,0.283,2
63,1,2-24R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,109.806,14,1,0.0,0,0,0,0.14,4
64,1,2-24R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,183.861,14,1,0.0,0,0,0,0.252,4
65,1,2-24R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,305.159,14,1,0.0,0,0,0,0.391,4
66,1,2-24R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,418.795,14,1,0.0,0,0,0,0.608,4
67,1,2-24R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,563.075,14,1,0.0,0,0,0,0.841,4
68,1,2-24R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,109.806,14,1,0.0,0,0,0,0.086,4
69,1,2-24R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,183.861,14,1,0.0,0,0,0,0.161,4
70,1,2-24R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,305.159,14,1,0.0,0,0,0,0.318,4
71,1,2-24R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,418.795,14,1,0.0,0,0,0,0.443,4
72,1,2-24R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,563.075,14,1,0.0,0,0,0,0.661,4
73,1,2-24R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,305.159,14,1,0.0,0,0,0,160.0,5
74,1,2-24R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[25.93],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,305.159,14,1,0.0,0,0,0,160.0,5
75,1,2-32R1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,159.805,14,1,0.0,0,0,0,0.082,2
76,1,2-32R1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,268.06,14,1,0.0,0,0,0,0.149,2
77,1,2-32R1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,371.159,14,1,0.0,0,0,0,0.242,2
78,1,2-32R1,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,452.35,14,1,0.0,0,0,0,0.279,2
79,1,2-32R1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,24.846,14,1,0.0,0,0,0,0.027,2
80,1,2-32R1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,159.805,14,1,0.0,0,0,0,0.078,2
81,1,2-32R1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,268.06,14,1,0.0,0,0,0,0.11,2
82,1,2-32R1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,371.159,14,1,0.0,0,0,0,0.152,2
83,1,2-32R1,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,452.35,14,1,0.0,0,0,0,0.203,2
84,1,2-32R1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,159.805,14,1,0.0,0,0,0,0.148,4
85,1,2-32R1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,268.06,14,1,0.0,0,0,0,0.251,4
86,1,2-32R1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,371.159,14,1,0.0,0,0,0,0.407,4
87,1,2-32R1,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,452.35,14,1,0.0,0,0,0,0.531,4
88,1,2-32R1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,24.846,14,1,0.0,0,0,0,0.025,4
89,1,2-32R1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,159.805,14,1,0.0,0,0,0,0.137,4
90,1,2-32R1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,268.06,14,1,0.0,0,0,0,0.214,4
91,1,2-32R1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,371.159,14,1,0.0,0,0,0,0.315,4
92,1,2-32R1,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,452.35,14,1,0.0,0,0,0,0.405,4
93,1,2-32R1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,268.06,14,1,0.0,0,0,0,145.0,5
94,1,2-32R1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,387.34999999999997,387.34999999999997,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.3],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,[12.7],[346],[8],[34.925],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,268.06,14,1,0.0,0,0,0,145.0,5
95,1,2-32R2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,15.465,14,1,0.0,0,0,0,0.023,2
96,1,2-32R2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,54.127,14,1,0.0,0,0,0,0.086,2
97,1,2-32R2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,154.65,14,1,0.0,0,0,0,0.195,2
98,1,2-32R2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,250.017,14,1,0.0,0,0,0,0.266,2
99,1,2-32R2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,15.465,14,1,0.0,0,0,0,0.024,2
100,1,2-32R2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,54.127,14,1,0.0,0,0,0,0.034,2
101,1,2-32R2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,154.65,14,1,0.0,0,0,0,0.101,2
102,1,2-32R2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,250.017,14,1,0.0,0,0,0,0.141,2
103,1,2-32R2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,380.146,14,1,0.0,0,0,0,0.227,2
104,1,2-32R2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,15.465,14,1,0.0,0,0,0,0.049,4
105,1,2-32R2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,54.127,14,1,0.0,0,0,0,0.175,4
106,1,2-32R2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,154.65,14,1,0.0,0,0,0,0.303,4
107,1,2-32R2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,250.017,14,1,0.0,0,0,0,0.455,4
108,1,2-32R2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,380.146,14,1,0.0,0,0,0,0.736,4
109,1,2-32R2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,15.465,14,1,0.0,0,0,0,0.025,4
110,1,2-32R2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,54.127,14,1,0.0,0,0,0,0.076,4
111,1,2-32R2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,154.65,14,1,0.0,0,0,0,0.179,4
112,1,2-32R2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,250.017,14,1,0.0,0,0,0,0.304,4
113,1,2-32R2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,380.146,14,1,0.0,0,0,0,0.445,4
114,1,2-32R2,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,594.379,14,1,0.0,0,0,0,0.785,4
115,1,2-32R2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,154.65,14,1,0.0,0,0,0,145.0,5
116,1,2-32R2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,812.8,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,154.65,14,1,0.0,0,0,0,145.0,5
117,1,2-4.75R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,65.785,14,1,0.0,0,0,0,0.053,2
118,1,2-4.75R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,146.752,14,1,0.0,0,0,0,0.106,2
119,1,2-4.75R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,218.862,14,1,0.0,0,0,0,0.16,2
120,1,2-4.75R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,289.708,14,1,0.0,0,0,0,0.212,2
121,1,2-4.75R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,345.373,14,1,0.0,0,0,0,0.245,2
122,1,2-4.75R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,65.785,14,1,0.0,0,0,0,0.024,2
123,1,2-4.75R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,146.752,14,1,0.0,0,0,0,0.051,2
124,1,2-4.75R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,218.862,14,1,0.0,0,0,0,0.079,2
125,1,2-4.75R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,289.708,14,1,0.0,0,0,0,0.105,2
126,1,2-4.75R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,345.373,14,1,0.0,0,0,0,0.12,2
127,1,2-4.75R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,65.785,14,1,0.0,0,0,0,0.085,4
128,1,2-4.75R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,146.752,14,1,0.0,0,0,0,0.161,4
129,1,2-4.75R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,218.862,14,1,0.0,0,0,0,0.252,4
130,1,2-4.75R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,289.708,14,1,0.0,0,0,0,0.338,4
131,1,2-4.75R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,345.373,14,1,0.0,0,0,0,0.38,4
132,1,2-4.75R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,65.785,14,1,0.0,0,0,0,0.036,4
133,1,2-4.75R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,146.752,14,1,0.0,0,0,0,0.099,4
134,1,2-4.75R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,218.862,14,1,0.0,0,0,0,0.136,4
135,1,2-4.75R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,289.708,14,1,0.0,0,0,0,0.174,4
136,1,2-4.75R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,345.373,14,1,0.0,0,0,0,0.301,4
137,1,2-4.75R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,289.708,14,1,0.0,0,0,0,102.0,5
138,1,2-4.75R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,120.64999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,289.708,14,1,0.0,0,0,0,102.0,5
139,1,2-4.75T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,30.78,14,1,0.0,0,0,0,0.039,2
140,1,2-4.75T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,93.572,14,1,0.0,0,0,0,0.062,2
141,1,2-4.75T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,214.231,14,1,0.0,0,0,0,0.113,2
142,1,2-4.75T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,291.798,14,1,0.0,0,0,0,0.16,2
143,1,2-4.75T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,390.295,14,1,0.0,0,0,0,0.204,2
144,1,2-4.75T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,459.243,14,1,0.0,0,0,0,0.233,2
145,1,2-4.75T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,30.78,14,1,0.0,0,0,0,0.018,2
146,1,2-4.75T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,93.572,14,1,0.0,0,0,0,0.043,2
147,1,2-4.75T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,214.231,14,1,0.0,0,0,0,0.076,2
148,1,2-4.75T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,291.798,14,1,0.0,0,0,0,0.1,2
149,1,2-4.75T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,390.295,14,1,0.0,0,0,0,0.142,2
150,1,2-4.75T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,30.78,14,1,0.0,0,0,0,0.047,4
151,1,2-4.75T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,93.572,14,1,0.0,0,0,0,0.111,4
152,1,2-4.75T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,214.231,14,1,0.0,0,0,0,0.202,4
153,1,2-4.75T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,291.798,14,1,0.0,0,0,0,0.279,4
154,1,2-4.75T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,390.295,14,1,0.0,0,0,0,0.392,4
155,1,2-4.75T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,30.78,14,1,0.0,0,0,0,0.018,4
156,1,2-4.75T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,93.572,14,1,0.0,0,0,0,0.071,4
157,1,2-4.75T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,214.231,14,1,0.0,0,0,0,0.173,4
158,1,2-4.75T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,291.798,14,1,0.0,0,0,0,0.163,4
159,1,2-4.75T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,390.295,14,1,0.0,0,0,0,0.25,4
160,1,2-4.75T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,291.798,14,1,0.0,0,0,0,91.0,5
161,1,2-4.75T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,444.5,"[812.8 if 0<z<76.2,120.65 if 76.2<z<444.5]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,19.05,0,0,0]",0.0,2,655.0,"[12.7,12.7,12.7,12.7]","[289.06,327.03,365,402.97]","[2,2,2,2]","[34.925,34.925,34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,291.798,14,1,0.0,0,0,0,91.0,5
162,1,2-8R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,115.534,14,1,0.0,0,0,0,0.067,2
163,1,2-8R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,185.104,14,1,0.0,0,0,0,0.112,2
164,1,2-8R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.977,14,1,0.0,0,0,0,0.155,2
165,1,2-8R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,357.784,14,1,0.0,0,0,0,0.209,2
166,1,2-8R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,482.015,14,1,0.0,0,0,0,0.293,2
167,1,2-8R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,115.534,14,1,0.0,0,0,0,0.047,2
168,1,2-8R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,185.104,14,1,0.0,0,0,0,0.069,2
169,1,2-8R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.977,14,1,0.0,0,0,0,0.11,2
170,1,2-8R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,357.784,14,1,0.0,0,0,0,0.139,2
171,1,2-8R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,482.015,14,1,0.0,0,0,0,0.192,2
172,1,2-8R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,115.534,14,1,0.0,0,0,0,0.123,4
173,1,2-8R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,185.104,14,1,0.0,0,0,0,0.188,4
174,1,2-8R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.977,14,1,0.0,0,0,0,0.254,4
175,1,2-8R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,357.784,14,1,0.0,0,0,0,0.379,4
176,1,2-8R,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,115.534,14,1,0.0,0,0,0,0.071,4
177,1,2-8R,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,185.104,14,1,0.0,0,0,0,0.124,4
178,1,2-8R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.977,14,1,0.0,0,0,0,0.199,4
179,1,2-8R,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,357.784,14,1,0.0,0,0,0,0.2,4
180,1,2-8R,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,482.015,14,1,0.0,0,0,0,0.301,4
181,1,2-8R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.977,14,1,0.0,0,0,0,114.0,5
182,1,2-8R,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,203.2,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[31.37],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.977,14,1,0.0,0,0,0,114.0,5
183,1,2-8T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,92.341,14,1,0.0,0,0,0,0.045,2
184,1,2-8T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,123.121,14,1,0.0,0,0,0,0.071,2
185,1,2-8T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,188.376,14,1,0.0,0,0,0,0.103,2
186,1,2-8T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,247.474,14,1,0.0,0,0,0,0.143,2
187,1,2-8T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,315.191,14,1,0.0,0,0,0,0.194,2
188,1,2-8T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,428.463,14,1,0.0,0,0,0,0.244,2
189,1,2-8T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,92.341,14,1,0.0,0,0,0,0.047,2
190,1,2-8T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,123.121,14,1,0.0,0,0,0,0.057,2
191,1,2-8T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,188.376,14,1,0.0,0,0,0,0.087,2
192,1,2-8T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,247.474,14,1,0.0,0,0,0,0.12,2
193,1,2-8T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,315.191,14,1,0.0,0,0,0,0.164,2
194,1,2-8T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,428.463,14,1,0.0,0,0,0,0.202,2
195,1,2-8T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,92.341,14,1,0.0,0,0,0,0.075,4
196,1,2-8T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,123.121,14,1,0.0,0,0,0,0.124,4
197,1,2-8T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,188.376,14,1,0.0,0,0,0,0.176,4
198,1,2-8T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,247.474,14,1,0.0,0,0,0,0.275,4
199,1,2-8T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,315.191,14,1,0.0,0,0,0,0.38,4
200,1,2-8T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,428.463,14,1,0.0,0,0,0,0.454,4
201,1,2-8T,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,92.341,14,1,0.0,0,0,0,0.076,4
202,1,2-8T,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,123.121,14,1,0.0,0,0,0,0.112,4
203,1,2-8T,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,188.376,14,1,0.0,0,0,0,0.164,4
204,1,2-8T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,247.474,14,1,0.0,0,0,0,0.202,4
205,1,2-8T,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,315.191,14,1,0.0,0,0,0,0.301,4
206,1,2-8T,6,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,428.463,14,1,0.0,0,0,0,0.378,4
207,1,2-8T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,247.474,14,1,0.0,0,0,0,114.0,5
208,1,2-8T,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,406.4,"[812.8 if 0<z<76.2,406.4 if 76.2<z<406.4]","[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[24.75],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,655.0,"[12.7,12.7]","[327.03,365]","[4,4]","[34.925,34.925]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,247.474,14,1,0.0,0,0,0,114.0,5
209,1,3-S1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,33.285,14,1,0.0,0,0,0,0.06,2
210,1,3-S1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,137.896,14,1,0.0,0,0,0,0.137,2
211,1,3-S1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,272.622,14,1,0.0,0,0,0,0.264,2
212,1,3-S1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,405.763,14,1,0.0,0,0,0,0.374,2
213,1,3-S1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,33.285,14,1,0.0,0,0,0,0.026,2
214,1,3-S1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,137.896,14,1,0.0,0,0,0,0.091,2
215,1,3-S1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,272.622,14,1,0.0,0,0,0,0.183,2
216,1,3-S1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,405.763,14,1,0.0,0,0,0,0.286,2
217,1,3-S1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,33.285,14,1,0.0,0,0,0,0.089,4
218,1,3-S1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,137.896,14,1,0.0,0,0,0,0.268,4
219,1,3-S1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,272.622,14,1,0.0,0,0,0,0.509,4
220,1,3-S1,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,405.763,14,1,0.0,0,0,0,0.66,4
221,1,3-S1,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,33.285,14,1,0.0,0,0,0,0.026,4
222,1,3-S1,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,137.896,14,1,0.0,0,0,0,0.154,4
223,1,3-S1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,272.622,14,1,0.0,0,0,0,0.305,4
224,1,3-S1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,272.622,14,1,0.0,0,0,0,163.0,5
225,1,3-S1,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[27.72],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,669.5,[19.05],[152.4],[3],[82.55],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,272.622,14,1,0.0,0,0,0,163.0,5
226,1,3-S2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,32.176,14,1,0.0,0,0,0,0.039,2
227,1,3-S2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,105.72,14,1,0.0,0,0,0,0.132,2
228,1,3-S2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,194.587,14,1,0.0,0,0,0,0.217,2
229,1,3-S2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,266.599,14,1,0.0,0,0,0,0.274,2
230,1,3-S2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,370.787,14,1,0.0,0,0,0,0.393,2
231,1,3-S2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,32.176,14,1,0.0,0,0,0,0.012,2
232,1,3-S2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,105.72,14,1,0.0,0,0,0,0.104,2
233,1,3-S2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,194.587,14,1,0.0,0,0,0,0.138,2
234,1,3-S2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,266.599,14,1,0.0,0,0,0,0.19,2
235,1,3-S2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,370.787,14,1,0.0,0,0,0,0.278,2
236,1,3-S2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,32.176,14,1,0.0,0,0,0,0.052,4
237,1,3-S2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,105.72,14,1,0.0,0,0,0,0.219,4
238,1,3-S2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,194.587,14,1,0.0,0,0,0,0.406,4
239,1,3-S2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,266.599,14,1,0.0,0,0,0,0.508,4
240,1,3-S2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,370.787,14,1,0.0,0,0,0,0.638,4
241,1,3-S2,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,32.176,14,1,0.0,0,0,0,0.015,4
242,1,3-S2,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,105.72,14,1,0.0,0,0,0,0.154,4
243,1,3-S2,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,194.587,14,1,0.0,0,0,0,0.255,4
244,1,3-S2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,266.599,14,1,0.0,0,0,0,0.358,4
245,1,3-S2,5,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,370.787,14,1,0.0,0,0,0,0.508,4
246,1,3-S2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,266.599,14,1,0.0,0,0,0,165.0,5
247,1,3-S2,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[26.68],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,643.3,[12.7],[152.4],[3],[88.9],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,266.599,14,1,0.0,0,0,0,165.0,5
248,1,3-S3,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,32.176,14,1,0.0,0,0,0,0.04,2
249,1,3-S3,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,165.475,14,1,0.0,0,0,0,0.194,2
250,1,3-S3,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,292.646,14,1,0.0,0,0,0,0.373,2
251,1,3-S3,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,32.176,14,1,0.0,0,0,0,0.025,2
252,1,3-S3,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,165.475,14,1,0.0,0,0,0,0.134,2
253,1,3-S3,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,292.646,14,1,0.0,0,0,0,0.21,2
254,1,3-S3,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,32.176,14,1,0.0,0,0,0,0.104,4
255,1,3-S3,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,165.475,14,1,0.0,0,0,0,0.328,4
256,1,3-S3,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,292.646,14,1,0.0,0,0,0,0.712,4
257,1,3-S3,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,32.176,14,1,0.0,0,0,0,0.039,4
258,1,3-S3,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,165.475,14,1,0.0,0,0,0,0.204,4
259,1,3-S3,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,292.646,14,1,0.0,0,0,0,0.358,4
260,1,3-S3,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,292.646,14,1,0.0,0,0,0,130.0,5
261,1,3-S3,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[30.41],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[3],[69.34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,292.646,14,1,0.0,0,0,0,130.0,5
262,1,3-S4,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,34.103,14,1,0.0,0,0,0,0.046,2
263,1,3-S4,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,134.93,14,1,0.0,0,0,0,0.145,2
264,1,3-S4,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,255.033,14,1,0.0,0,0,0,0.283,2
265,1,3-S4,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,339.55,14,1,0.0,0,0,0,0.376,2
266,1,3-S4,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,34.103,14,1,0.0,0,0,0,0.02,2
267,1,3-S4,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,134.93,14,1,0.0,0,0,0,0.083,2
268,1,3-S4,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,255.033,14,1,0.0,0,0,0,0.176,2
269,1,3-S4,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,339.55,14,1,0.0,0,0,0,0.223,2
270,1,3-S4,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,34.103,14,1,0.0,0,0,0,0.09,4
271,1,3-S4,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,134.93,14,1,0.0,0,0,0,0.28,4
272,1,3-S4,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,255.033,14,1,0.0,0,0,0,0.688,4
273,1,3-S4,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,339.55,14,1,0.0,0,0,0,0.89,4
274,1,3-S4,1,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,34.103,14,1,0.0,0,0,0,0.033,4
275,1,3-S4,2,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,134.93,14,1,0.0,0,0,0,0.177,4
276,1,3-S4,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,255.033,14,1,0.0,0,0,0,0.357,4
277,1,3-S4,4,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,339.55,14,1,0.0,0,0,0,0.459,4
278,1,3-S4,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,255.033,14,1,0.0,0,0,0,160.0,5
279,1,3-S4,3,0,High Strength Bars as Concrete Reinforcement Part 4: Control of Flexural Cracking,1963,Journal of the PCA Research and Development Laboratories,US,Portland Cement Association,Research and Development Laboratories,"Paul H. Kaar, Alan H. Mattock",7010.400000000001,3657.6000000000004,3657.6000000000004,3657.6000000000004,203.2,609.5999999999999,"[2,7]","[3,11]","[0,50]","[0,21.1]",0.0,[28.2],"[1,152.4x304.8,0]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0,38.1,0,0,0]",0.0,2,579.8,[32.26],[152.4],[2],[120.14],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,255.033,14,1,0.0,0,0,0,160.0,5
280,2,R1,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,84,1,0.0,0,0,0,0.01,2
281,2,R1,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,84,1,0.0,0,0,0,0.045,2
282,2,R1,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,84,1,0.0,0,0,0,0.071,2
283,2,R1,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,84,1,0.0,0,0,0,0.105,2
284,2,R1,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,84,1,0.0,0,0,0,0.138,2
285,2,R1,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,84,1,0.0,0,0,0,0.145,2
286,2,R1,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,84,1,0.0,0,0,0,0.162,2
287,2,R1,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,84,1,0.0,0,0,0,0.193,2
288,2,R1,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,84,1,0.0,0,0,0,0.23,2
289,2,R1,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,84,1,0.0,0,0,0,0.503,2
290,2,R1,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,84,1,0.0,0,0,0,0.01,4
291,2,R1,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,84,1,0.0,0,0,0,0.07,4
292,2,R1,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,84,1,0.0,0,0,0,0.12,4
293,2,R1,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,84,1,0.0,0,0,0,0.15,4
294,2,R1,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,84,1,0.0,0,0,0,0.2,4
295,2,R1,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,84,1,0.0,0,0,0,0.22,4
296,2,R1,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,84,1,0.0,0,0,0,0.25,4
297,2,R1,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,84,1,0.0,0,0,0,0.3,4
298,2,R1,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,84,1,0.0,0,0,0,0.35,4
299,2,R1,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,82]","[0,0]","[0,0]",2.0,[50.03],"[2,200x200x200,1]",[84],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,488.4,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,84,1,0.0,0,0,0,0.95,4
300,2,R13,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.05,2
301,2,R13,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.59,2
302,2,R13,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,1.256,2
303,2,R13,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,2.22,2
304,2,R13,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.05,4
305,2,R13,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,1.2,4
306,2,R13,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,2.65,4
307,2,R13,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,4.8,4
308,2,R14,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.03,2
309,2,R14,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.046,2
310,2,R14,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.066,2
311,2,R14,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.082,2
312,2,R14,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.108,2
313,2,R14,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.131,2
314,2,R14,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.144,2
315,2,R14,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.173,2
316,2,R14,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.228,2
317,2,R14,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.257,2
318,2,R14,11,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.335,2
319,2,R14,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.03,4
320,2,R14,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.05,4
321,2,R14,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.13,4
322,2,R14,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.2,4
323,2,R14,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.3,4
324,2,R14,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.35,4
325,2,R14,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.35,4
326,2,R14,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.55,4
327,2,R14,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.8,4
328,2,R14,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.95,4
329,2,R14,11,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.6,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,1.6,4
330,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,35,1,0.0,0,0,0,0.034,2
331,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,35,1,0.0,0,0,0,0.044,2
332,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,35,1,0.0,0,0,0,0.066,2
333,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,35,1,0.0,0,0,0,0.071,2
334,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,35,1,0.0,0,0,0,0.09,2
335,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,35,1,0.0,0,0,0,0.088,2
336,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,35,1,0.0,0,0,0,0.098,2
337,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,35,1,0.0,0,0,0,0.117,2
338,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,35,1,0.0,0,0,0,0.123,2
339,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,35,1,0.0,0,0,0,0.199,2
340,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,35,1,0.0,0,0,0,0.038,2
341,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,35,1,0.0,0,0,0,0.047,2
342,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,35,1,0.0,0,0,0,0.061,2
343,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,35,1,0.0,0,0,0,0.065,2
344,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,35,1,0.0,0,0,0,0.085,2
345,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,35,1,0.0,0,0,0,0.093,2
346,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,35,1,0.0,0,0,0,0.104,2
347,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,35,1,0.0,0,0,0,0.099,2
348,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,35,1,0.0,0,0,0,0.122,2
349,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,35,1,0.0,0,0,0,0.251,2
350,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,35,1,0.0,0,0,0,0.05,4
351,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,35,1,0.0,0,0,0,0.085,4
352,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,35,1,0.0,0,0,0,0.115,4
353,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,35,1,0.0,0,0,0,0.13,4
354,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,35,1,0.0,0,0,0,0.15,4
355,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,35,1,0.0,0,0,0,0.185,4
356,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,35,1,0.0,0,0,0,0.21,4
357,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,35,1,0.0,0,0,0,0.24,4
358,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,35,1,0.0,0,0,0,0.26,4
359,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,35,1,0.0,0,0,0,0.65,4
360,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,35,1,0.0,0,0,0,0.04,4
361,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,35,1,0.0,0,0,0,0.07,4
362,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,35,1,0.0,0,0,0,0.115,4
363,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,35,1,0.0,0,0,0,0.13,4
364,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,35,1,0.0,0,0,0,0.15,4
365,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,35,1,0.0,0,0,0,0.165,4
366,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,35,1,0.0,0,0,0,0.185,4
367,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,35,1,0.0,0,0,0,0.2,4
368,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,35,1,0.0,0,0,0,0.24,4
369,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,35,1,0.0,0,0,0,0.825,4
370,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,35,1,0.0,0,0,0,485.0,5
371,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,35,1,0.0,0,0,0,115.3,5
372,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,35,1,0.0,0,0,0,103.4,5
373,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,35,1,0.0,0,0,0,100.3,5
374,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,35,1,0.0,0,0,0,97.5,5
375,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,35,1,0.0,0,0,0,84.85,5
376,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,35,1,0.0,0,0,0,84.85,5
377,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,35,1,0.0,0,0,0,84.85,5
378,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,35,1,0.0,0,0,0,80.9,5
379,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,35,1,0.0,0,0,0,79.2,5
380,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,35,1,0.0,0,0,0,712.5,5
381,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,35,1,0.0,0,0,0,115.3,5
382,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,35,1,0.0,0,0,0,109.4,5
383,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,35,1,0.0,0,0,0,103.4,5
384,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,35,1,0.0,0,0,0,100.3,5
385,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,35,1,0.0,0,0,0,86.55,5
386,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,35,1,0.0,0,0,0,86.55,5
387,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,35,1,0.0,0,0,0,86.55,5
388,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,35,1,0.0,0,0,0,82.6,5
389,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,35,1,0.0,0,0,0,80.9,5
390,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,35,1,0.0,0,0,0,760.0,6
391,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,35,1,0.0,0,0,0,160.0,6
392,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,35,1,0.0,0,0,0,160.0,6
393,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,35,1,0.0,0,0,0,160.0,6
394,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,35,1,0.0,0,0,0,160.0,6
395,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,35,1,0.0,0,0,0,160.0,6
396,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,35,1,0.0,0,0,0,160.0,6
397,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,35,1,0.0,0,0,0,160.0,6
398,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,35,1,0.0,0,0,0,160.0,6
399,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,35,1,0.0,0,0,0,150.0,6
400,2,R17,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,35,1,0.0,0,0,0,1140.0,6
401,2,R17,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,35,1,0.0,0,0,0,160.0,6
402,2,R17,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,35,1,0.0,0,0,0,160.0,6
403,2,R17,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,35,1,0.0,0,0,0,160.0,6
404,2,R17,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,35,1,0.0,0,0,0,160.0,6
405,2,R17,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,35,1,0.0,0,0,0,160.0,6
406,2,R17,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,35,1,0.0,0,0,0,160.0,6
407,2,R17,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,35,1,0.0,0,0,0,160.0,6
408,2,R17,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,35,1,0.0,0,0,0,160.0,6
409,2,R17,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,33]","[0,0]","[0,0]",2.0,[26.78],"[2,200x200x200,1]",[35],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[16,16]","[517,587]","[4,4]","[30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,35,1,0.0,0,0,0,150.0,6
410,2,R18,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,98.1,28,1,0.0,0,0,0,0.02,2
411,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.05,2
412,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.061,2
413,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.074,2
414,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.092,2
415,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.11,2
416,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.129,2
417,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.133,2
418,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.145,2
419,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.247,2
420,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.066,2
421,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.073,2
422,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.085,2
423,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.115,2
424,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.118,2
425,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.142,2
426,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.153,2
427,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.173,2
428,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.284,2
429,2,R18,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,98.1,28,1,0.0,0,0,0,0.02,4
430,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.06,4
431,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.125,4
432,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.135,4
433,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.21,4
434,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.235,4
435,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.275,4
436,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.275,4
437,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.375,4
438,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.85,4
439,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.085,4
440,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.125,4
441,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.125,4
442,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.185,4
443,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.168,4
444,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.2,4
445,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.275,4
446,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.325,4
447,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.8,4
448,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,243.8,5
449,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,133.35,5
450,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,119.1,5
451,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,110.55,5
452,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,104.45,5
453,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,102.15,5
454,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,102.15,5
455,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,102.15,5
456,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,102.15,5
457,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,257.15,5
458,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,127.2,5
459,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,110.55,5
460,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,107.0,5
461,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,107.0,5
462,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,107.0,5
463,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,103.9,5
464,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,98.55,5
465,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,96.0,5
466,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,440.0,6
467,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,250.0,6
468,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,230.0,6
469,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,220.0,6
470,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,220.0,6
471,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,210.0,6
472,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,210.0,6
473,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,210.0,6
474,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,210.0,6
475,2,R18,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,440.0,6
476,2,R18,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,230.0,6
477,2,R18,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,230.0,6
478,2,R18,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,220.0,6
479,2,R18,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,220.0,6
480,2,R18,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,220.0,6
481,2,R18,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,220.0,6
482,2,R18,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,220.0,6
483,2,R18,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[26.29],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,"[10,10,10,16]","[527,567,597,597]","[2,2,1,2]","[0,0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,220.0,6
484,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.05,2
485,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.058,2
486,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.066,2
487,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.075,2
488,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.088,2
489,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.092,2
490,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.101,2
491,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.126,2
492,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.326,2
493,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.042,2
494,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.067,2
495,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.076,2
496,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.09,2
497,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.1,2
498,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.125,2
499,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.14,2
500,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.168,2
501,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.445,2
502,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.085,4
503,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.115,4
504,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.135,4
505,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
506,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.215,4
507,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.235,4
508,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.265,4
509,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.335,4
510,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.85,4
511,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.07,4
512,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.115,4
513,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.15,4
514,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
515,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.225,4
516,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.25,4
517,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.325,4
518,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.35,4
519,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,1.0,4
520,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,199.65,5
521,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,132.8,5
522,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,105.35,5
523,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,87.35,5
524,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,85.55,5
525,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,83.35,5
526,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,77.95,5
527,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,75.0,5
528,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,73.35,5
529,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,159.55,5
530,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,123.85,5
531,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,96.3,5
532,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,87.35,5
533,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,81.4,5
534,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,79.6,5
535,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,77.95,5
536,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,74.75,5
537,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,73.2,5
538,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,410.0,6
539,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,280.0,6
540,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,180.0,6
541,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,180.0,6
542,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,180.0,6
543,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,160.0,6
544,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,150.0,6
545,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,150.0,6
546,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,150.0,6
547,2,R19,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,310.0,6
548,2,R19,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,190.0,6
549,2,R19,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,170.0,6
550,2,R19,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
551,2,R19,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
552,2,R19,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,170.0,6
553,2,R19,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,170.0,6
554,2,R19,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,170.0,6
555,2,R19,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.54],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,513.9,"[10,10,10]","[497,547,587]","[2,4,4]","[33,33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,150.0,6
556,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.05,2
557,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.085,2
558,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.088,2
559,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.127,2
560,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.16,2
561,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.162,2
562,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.192,2
563,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,0.353,2
564,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.05,2
565,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.094,2
566,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.103,2
567,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.142,2
568,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.174,2
569,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.197,2
570,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.228,2
571,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,0.433,2
572,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.05,4
573,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.21,4
574,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.25,4
575,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.375,4
576,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.45,4
577,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.475,4
578,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.55,4
579,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,0.775,4
580,2,R20,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.05,4
581,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.225,4
582,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.3,4
583,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.375,4
584,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.425,4
585,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.525,4
586,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.55,4
587,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,0.925,4
588,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,270.0,5
589,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,164.65,5
590,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,157.5,5
591,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,157.5,5
592,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,157.5,5
593,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,157.5,5
594,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,157.5,5
595,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,253.15,5
596,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,164.65,5
597,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,157.5,5
598,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,157.5,5
599,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,157.5,5
600,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,157.5,5
601,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,157.5,5
602,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,430.0,6
603,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,270.0,6
604,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,270.0,6
605,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,270.0,6
606,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,270.0,6
607,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,270.0,6
608,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,270.0,6
609,2,R20,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,430.0,6
610,2,R20,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,270.0,6
611,2,R20,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,270.0,6
612,2,R20,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,270.0,6
613,2,R20,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,270.0,6
614,2,R20,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,270.0,6
615,2,R20,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[22.76],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,466.8,"[10,10,10]","[500,550,590]","[2,4,4]","[30,30,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,270.0,6
616,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.044,2
617,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.051,2
618,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.069,2
619,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.08,2
620,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.092,2
621,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.119,2
622,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.141,2
623,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.161,2
624,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.183,2
625,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.048,2
626,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.062,2
627,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.077,2
628,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.098,2
629,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.119,2
630,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.14,2
631,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.157,2
632,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.187,2
633,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.22,2
634,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.05,4
635,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.07,4
636,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.1,4
637,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,4
638,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
639,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.19,4
640,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.275,4
641,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.275,4
642,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.35,4
643,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.06,4
644,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.1,4
645,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.15,4
646,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.185,4
647,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
648,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.25,4
649,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.25,4
650,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.3,4
651,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.41,4
652,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,217.15,5
653,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,121.9,5
654,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,112.75,5
655,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,106.1,5
656,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,103.3,5
657,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,103.3,5
658,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,103.3,5
659,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,103.3,5
660,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,98.55,5
661,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,163.25,5
662,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,119.4,5
663,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,109.25,5
664,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,103.3,5
665,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,103.3,5
666,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,103.3,5
667,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,103.3,5
668,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,103.3,5
669,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,100.8,5
670,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,690.0,6
671,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,200.0,6
672,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,200.0,6
673,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,200.0,6
674,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
675,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
676,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,170.0,6
677,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,170.0,6
678,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,170.0,6
679,2,R21,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,330.0,6
680,2,R21,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,200.0,6
681,2,R21,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,200.0,6
682,2,R21,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,170.0,6
683,2,R21,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
684,2,R21,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
685,2,R21,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,170.0,6
686,2,R21,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,170.0,6
687,2,R21,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[23.25],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[510,590,590]","[2,2,1]","[0,0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,170.0,6
688,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,27,1,0.0,0,0,0,0.121,2
689,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,27,1,0.0,0,0,0,0.246,2
690,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,27,1,0.0,0,0,0,0.312,2
691,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,27,1,0.0,0,0,0,0.424,2
692,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,27,1,0.0,0,0,0,0.519,2
693,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,27,1,0.0,0,0,0,0.889,2
694,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,27,1,0.0,0,0,0,1.018,2
695,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,27,1,0.0,0,0,0,0.183,4
696,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,27,1,0.0,0,0,0,0.4,4
697,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,27,1,0.0,0,0,0,0.533,4
698,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,27,1,0.0,0,0,0,0.667,4
699,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,27,1,0.0,0,0,0,0.783,4
700,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,27,1,0.0,0,0,0,1.867,4
701,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,27,1,0.0,0,0,0,2.083,4
702,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,27,1,0.0,0,0,0,449.167,5
703,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,27,1,0.0,0,0,0,285.0,5
704,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,27,1,0.0,0,0,0,241.667,5
705,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,27,1,0.0,0,0,0,241.667,5
706,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,27,1,0.0,0,0,0,241.667,5
707,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,27,1,0.0,0,0,0,241.667,5
708,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,27,1,0.0,0,0,0,241.667,5
709,2,R22,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,27,1,0.0,0,0,0,840.0,6
710,2,R22,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,27,1,0.0,0,0,0,470.0,6
711,2,R22,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,27,1,0.0,0,0,0,470.0,6
712,2,R22,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,27,1,0.0,0,0,0,470.0,6
713,2,R22,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,27,1,0.0,0,0,0,470.0,6
714,2,R22,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,27,1,0.0,0,0,0,470.0,6
715,2,R22,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[18.25],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,528.9,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,27,1,0.0,0,0,0,470.0,6
716,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.07,2
717,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.097,2
718,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.115,2
719,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.153,2
720,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.207,2
721,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.213,2
722,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.255,2
723,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.267,2
724,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.31,2
725,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.06,2
726,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.091,2
727,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.094,2
728,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.125,2
729,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.161,2
730,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.205,2
731,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.21,2
732,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.25,2
733,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.309,2
734,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.07,4
735,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.14,4
736,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.185,4
737,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.26,4
738,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.375,4
739,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.375,4
740,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.475,4
741,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.5,4
742,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.55,4
743,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.07,4
744,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.15,4
745,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.225,4
746,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.275,4
747,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.45,4
748,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.6,4
749,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.45,4
750,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.5,4
751,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.625,4
752,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,231.0,5
753,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,183.75,5
754,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,168.75,5
755,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,168.75,5
756,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,168.75,5
757,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,168.75,5
758,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,168.75,5
759,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,168.75,5
760,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,890.0,5
761,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,231.0,5
762,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,210.0,5
763,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,195.0,5
764,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,180.0,5
765,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,180.0,5
766,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,180.0,5
767,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,180.0,5
768,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,180.0,5
769,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,350.0,6
770,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,250.0,6
771,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,250.0,6
772,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,250.0,6
773,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,250.0,6
774,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,250.0,6
775,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,250.0,6
776,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,250.0,6
777,2,R23,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,890.0,6
778,2,R23,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,350.0,6
779,2,R23,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,260.0,6
780,2,R23,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,260.0,6
781,2,R23,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,260.0,6
782,2,R23,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,260.0,6
783,2,R23,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,260.0,6
784,2,R23,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,260.0,6
785,2,R23,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,260.0,6
786,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.088,2
787,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.167,2
788,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.192,2
789,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.356,2
790,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.432,2
791,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.588,2
792,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.075,2
793,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.155,2
794,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.273,2
795,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.477,2
796,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.565,2
797,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.855,2
798,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.1,4
799,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.175,4
800,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.275,4
801,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.615,4
802,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.875,4
803,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,1.225,4
804,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.075,4
805,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.225,4
806,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.5,4
807,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.825,4
808,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,1.075,4
809,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,2.025,4
810,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,480.0,5
811,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,365.0,5
812,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,380.0,5
813,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,380.0,5
814,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,380.0,5
815,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,380.0,5
816,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,730.0,5
817,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,305.0,5
818,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,332.5,5
819,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,332.5,5
820,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,332.5,5
821,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,332.5,5
822,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,730.0,6
823,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,500.0,6
824,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,500.0,6
825,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,500.0,6
826,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,500.0,6
827,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,500.0,6
828,2,R24,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,730.0,6
829,2,R24,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,500.0,6
830,2,R24,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,500.0,6
831,2,R24,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,500.0,6
832,2,R24,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,500.0,6
833,2,R24,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,500.0,6
834,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.037,2
835,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.053,2
836,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.068,2
837,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.094,2
838,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.111,2
839,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.125,2
840,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.136,2
841,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.161,2
842,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.191,2
843,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.043,2
844,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.055,2
845,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.076,2
846,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.088,2
847,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.101,2
848,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.13,2
849,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.156,2
850,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.193,2
851,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.223,2
852,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.04,4
853,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.085,4
854,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.115,4
855,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.16,4
856,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
857,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.25,4
858,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.275,4
859,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.4,4
860,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.45,4
861,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.05,4
862,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.1,4
863,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.15,4
864,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.21,4
865,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.225,4
866,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.225,4
867,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.325,4
868,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.35,4
869,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.45,4
870,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,182.5,5
871,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,184.7,5
872,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,140.2,5
873,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,129.8,5
874,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,125.65,5
875,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,122.0,5
876,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,113.05,5
877,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,113.05,5
878,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,113.05,5
879,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,182.5,5
880,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,167.05,5
881,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,134.6,5
882,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,113.05,5
883,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,113.05,5
884,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,113.05,5
885,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,113.05,5
886,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,113.05,5
887,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,113.05,5
888,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,270.0,6
889,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,270.0,6
890,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,270.0,6
891,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,220.0,6
892,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,220.0,6
893,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,220.0,6
894,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,220.0,6
895,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,220.0,6
896,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,220.0,6
897,2,R25,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,270.0,6
898,2,R25,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,270.0,6
899,2,R25,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,220.0,6
900,2,R25,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,220.0,6
901,2,R25,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,220.0,6
902,2,R25,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,220.0,6
903,2,R25,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,220.0,6
904,2,R25,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,220.0,6
905,2,R25,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.78],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,220.0,6
906,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.075,2
907,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.062,2
908,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.087,2
909,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.109,2
910,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.141,2
911,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.143,2
912,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.168,2
913,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.198,2
914,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.222,2
915,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.416,2
916,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.075,2
917,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.053,2
918,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.078,2
919,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.095,2
920,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.134,2
921,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.138,2
922,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.159,2
923,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.186,2
924,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.224,2
925,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.481,2
926,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.05,4
927,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.1,4
928,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.16,4
929,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.185,4
930,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.24,4
931,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.25,4
932,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.275,4
933,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.35,4
934,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.375,4
935,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,1.3,4
936,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.05,4
937,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.085,4
938,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.14,4
939,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.2,4
940,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.21,4
941,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.25,4
942,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.275,4
943,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.31,4
944,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.35,4
945,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,1.25,4
946,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,1120.0,5
947,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,176.75,5
948,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,143.1,5
949,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,133.55,5
950,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,120.15,5
951,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,116.3,5
952,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,109.8,5
953,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,109.8,5
954,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,107.1,5
955,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,107.1,5
956,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,1120.0,5
957,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,170.1,5
958,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,149.05,5
959,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,132.9,5
960,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,128.45,5
961,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,124.0,5
962,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,116.7,5
963,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,116.7,5
964,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,121.15,5
965,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,112.85,5
966,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,1120.0,6
967,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,310.0,6
968,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,290.0,6
969,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,290.0,6
970,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,190.0,6
971,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,190.0,6
972,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,190.0,6
973,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,190.0,6
974,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,190.0,6
975,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,190.0,6
976,2,R26,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,1120.0,6
977,2,R26,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,460.0,6
978,2,R26,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,460.0,6
979,2,R26,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,310.0,6
980,2,R26,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,310.0,6
981,2,R26,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,190.0,6
982,2,R26,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,190.0,6
983,2,R26,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,190.0,6
984,2,R26,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,330.0,6
985,2,R26,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,190.0,6
986,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.058,2
987,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.056,2
988,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.082,2
989,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.104,2
990,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.123,2
991,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.165,2
992,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.181,2
993,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.21,2
994,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.305,2
995,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.083,2
996,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.063,2
997,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.086,2
998,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.115,2
999,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.156,2
1000,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.168,2
1001,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.199,2
1002,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.233,2
1003,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.391,2
1004,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.075,4
1005,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.125,4
1006,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.225,4
1007,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.25,4
1008,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.3,4
1009,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.45,4
1010,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.5,4
1011,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.55,4
1012,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,1.025,4
1013,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.115,4
1014,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.16,4
1015,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.175,4
1016,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.2,4
1017,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.35,4
1018,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.35,4
1019,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.475,4
1020,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.55,4
1021,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,1.1,4
1022,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,322.5,5
1023,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,182.6,5
1024,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,127.75,5
1025,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,121.55,5
1026,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,121.55,5
1027,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,118.95,5
1028,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,113.4,5
1029,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,113.4,5
1030,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,113.4,5
1031,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,420.0,5
1032,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,176.5,5
1033,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,131.45,5
1034,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,122.2,5
1035,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,122.2,5
1036,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,122.2,5
1037,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,122.2,5
1038,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,122.2,5
1039,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,122.2,5
1040,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,450.0,6
1041,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,380.0,6
1042,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,270.0,6
1043,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,270.0,6
1044,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,270.0,6
1045,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,270.0,6
1046,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,270.0,6
1047,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,270.0,6
1048,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,270.0,6
1049,2,R28,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,450.0,6
1050,2,R28,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,330.0,6
1051,2,R28,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,270.0,6
1052,2,R28,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,270.0,6
1053,2,R28,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,270.0,6
1054,2,R28,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,270.0,6
1055,2,R28,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,270.0,6
1056,2,R28,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,270.0,6
1057,2,R28,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,440.3,"[10,10]","[555,585]","[2,8]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,270.0,6
1058,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.06,2
1059,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.094,2
1060,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.119,2
1061,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.17,2
1062,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.196,2
1063,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.219,2
1064,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.29,2
1065,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.384,2
1066,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.064,2
1067,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.103,2
1068,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.143,2
1069,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.21,2
1070,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.215,2
1071,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.252,2
1072,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.343,2
1073,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.443,2
1074,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.11,4
1075,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.175,4
1076,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.2,4
1077,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.3,4
1078,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.34,4
1079,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.415,4
1080,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.525,4
1081,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.74,4
1082,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.11,4
1083,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.165,4
1084,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.235,4
1085,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.325,4
1086,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.35,4
1087,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.45,4
1088,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.565,4
1089,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.775,4
1090,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,189.65,5
1091,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,170.8,5
1092,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,155.45,5
1093,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,155.45,5
1094,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,155.45,5
1095,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,155.45,5
1096,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,155.45,5
1097,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,155.45,5
1098,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,177.55,5
1099,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,167.9,5
1100,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,155.45,5
1101,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,155.45,5
1102,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,155.45,5
1103,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,155.45,5
1104,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,155.45,5
1105,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,155.45,5
1106,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,430.0,6
1107,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,430.0,6
1108,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,330.0,6
1109,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,330.0,6
1110,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,330.0,6
1111,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,330.0,6
1112,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,330.0,6
1113,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,330.0,6
1114,2,R29,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,430.0,6
1115,2,R29,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,330.0,6
1116,2,R29,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,330.0,6
1117,2,R29,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,330.0,6
1118,2,R29,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,330.0,6
1119,2,R29,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,330.0,6
1120,2,R29,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,330.0,6
1121,2,R29,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.31],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[582],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,330.0,6
1122,2,R3,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,8,1,0.0,0,0,0,0.08,2
1123,2,R3,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,8,1,0.0,0,0,0,0.104,2
1124,2,R3,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,8,1,0.0,0,0,0,0.124,2
1125,2,R3,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,8,1,0.0,0,0,0,0.183,2
1126,2,R3,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,8,1,0.0,0,0,0,0.195,2
1127,2,R3,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,8,1,0.0,0,0,0,0.209,2
1128,2,R3,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,8,1,0.0,0,0,0,0.275,2
1129,2,R3,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,8,1,0.0,0,0,0,0.362,2
1130,2,R3,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,8,1,0.0,0,0,0,0.406,2
1131,2,R3,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,539.55,8,1,0.0,0,0,0,1.091,2
1132,2,R3,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,8,1,0.0,0,0,0,0.1,4
1133,2,R3,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,8,1,0.0,0,0,0,0.15,4
1134,2,R3,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,8,1,0.0,0,0,0,0.2,4
1135,2,R3,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,8,1,0.0,0,0,0,0.33,4
1136,2,R3,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,8,1,0.0,0,0,0,0.33,4
1137,2,R3,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,8,1,0.0,0,0,0,0.37,4
1138,2,R3,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,8,1,0.0,0,0,0,0.57,4
1139,2,R3,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,8,1,0.0,0,0,0,0.8,4
1140,2,R3,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,8,1,0.0,0,0,0,1.0,4
1141,2,R3,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[31.39],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,539.55,8,1,0.0,0,0,0,2.5,4
1142,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.075,2
1143,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.104,2
1144,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.122,2
1145,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.162,2
1146,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,2
1147,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.21,2
1148,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.253,2
1149,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.261,2
1150,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.322,2
1151,2,R33,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.447,2
1152,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.08,2
1153,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.119,2
1154,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.145,2
1155,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.19,2
1156,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.205,2
1157,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.244,2
1158,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.268,2
1159,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.337,2
1160,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.412,2
1161,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.1,4
1162,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.24,4
1163,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.3,4
1164,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.36,4
1165,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.4,4
1166,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.425,4
1167,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.525,4
1168,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.6,4
1169,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.675,4
1170,2,R33,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.925,4
1171,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.1,4
1172,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.175,4
1173,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.25,4
1174,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.325,4
1175,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.375,4
1176,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.45,4
1177,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.5,4
1178,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.55,4
1179,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.675,4
1180,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,540.0,5
1181,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,289.4,5
1182,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,197.4,5
1183,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,178.5,5
1184,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,178.5,5
1185,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,5
1186,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,170.0,5
1187,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,170.0,5
1188,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,170.0,5
1189,2,R33,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,155.8,5
1190,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,540.0,5
1191,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,289.4,5
1192,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,207.8,5
1193,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,197.4,5
1194,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,187.0,5
1195,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,187.0,5
1196,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,187.0,5
1197,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,187.0,5
1198,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,187.0,5
1199,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,580.0,6
1200,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,500.0,6
1201,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,350.0,6
1202,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,350.0,6
1203,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,350.0,6
1204,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,350.0,6
1205,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,350.0,6
1206,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,350.0,6
1207,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,350.0,6
1208,2,R33,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,270.0,6
1209,2,R33,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,580.0,6
1210,2,R33,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,500.0,6
1211,2,R33,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,350.0,6
1212,2,R33,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,350.0,6
1213,2,R33,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,350.0,6
1214,2,R33,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,350.0,6
1215,2,R33,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,350.0,6
1216,2,R33,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,350.0,6
1217,2,R33,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.79],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,524.7,[16],[584],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,350.0,6
1218,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,33,1,0.0,0,0,0,0.052,2
1219,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,33,1,0.0,0,0,0,0.083,2
1220,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,33,1,0.0,0,0,0,0.1,2
1221,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,33,1,0.0,0,0,0,0.128,2
1222,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,33,1,0.0,0,0,0,0.155,2
1223,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,33,1,0.0,0,0,0,0.176,2
1224,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,33,1,0.0,0,0,0,0.215,2
1225,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,33,1,0.0,0,0,0,0.055,2
1226,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,33,1,0.0,0,0,0,0.073,2
1227,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,33,1,0.0,0,0,0,0.122,2
1228,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,33,1,0.0,0,0,0,0.136,2
1229,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,33,1,0.0,0,0,0,0.166,2
1230,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,33,1,0.0,0,0,0,0.187,2
1231,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,33,1,0.0,0,0,0,0.215,2
1232,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,33,1,0.0,0,0,0,0.075,4
1233,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,33,1,0.0,0,0,0,0.14,4
1234,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,33,1,0.0,0,0,0,0.24,4
1235,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,33,1,0.0,0,0,0,0.275,4
1236,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,33,1,0.0,0,0,0,0.325,4
1237,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,33,1,0.0,0,0,0,0.475,4
1238,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,33,1,0.0,0,0,0,0.55,4
1239,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,33,1,0.0,0,0,0,0.09,4
1240,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,33,1,0.0,0,0,0,0.21,4
1241,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,33,1,0.0,0,0,0,0.315,4
1242,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,33,1,0.0,0,0,0,0.4,4
1243,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,33,1,0.0,0,0,0,0.5,4
1244,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,33,1,0.0,0,0,0,0.55,4
1245,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,33,1,0.0,0,0,0,0.625,4
1246,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,33,1,0.0,0,0,0,495.0,5
1247,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,33,1,0.0,0,0,0,207.1,5
1248,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,33,1,0.0,0,0,0,193.9,5
1249,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,33,1,0.0,0,0,0,182.8,5
1250,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,33,1,0.0,0,0,0,182.8,5
1251,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,33,1,0.0,0,0,0,182.8,5
1252,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,33,1,0.0,0,0,0,182.8,5
1253,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,33,1,0.0,0,0,0,520.0,5
1254,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,33,1,0.0,0,0,0,209.2,5
1255,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,33,1,0.0,0,0,0,209.2,5
1256,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,33,1,0.0,0,0,0,187.8,5
1257,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,33,1,0.0,0,0,0,187.8,5
1258,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,33,1,0.0,0,0,0,187.8,5
1259,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,33,1,0.0,0,0,0,187.8,5
1260,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,33,1,0.0,0,0,0,630.0,6
1261,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,33,1,0.0,0,0,0,390.0,6
1262,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,33,1,0.0,0,0,0,390.0,6
1263,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,33,1,0.0,0,0,0,250.0,6
1264,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,33,1,0.0,0,0,0,250.0,6
1265,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,33,1,0.0,0,0,0,250.0,6
1266,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,33,1,0.0,0,0,0,250.0,6
1267,2,R34,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,33,1,0.0,0,0,0,630.0,6
1268,2,R34,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,33,1,0.0,0,0,0,390.0,6
1269,2,R34,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,33,1,0.0,0,0,0,390.0,6
1270,2,R34,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,33,1,0.0,0,0,0,250.0,6
1271,2,R34,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,33,1,0.0,0,0,0,250.0,6
1272,2,R34,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,33,1,0.0,0,0,0,250.0,6
1273,2,R34,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,31]","[0,0]","[0,0]",2.0,[22.56],"[2,200x200x200,1]",[33],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[590],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,33,1,0.0,0,0,0,250.0,6
1274,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,0.03,2
1275,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,0.044,2
1276,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,0.063,2
1277,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,0.081,2
1278,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,0.095,2
1279,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,23,1,0.0,0,0,0,0.112,2
1280,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,0.129,2
1281,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,23,1,0.0,0,0,0,0.162,2
1282,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,23,1,0.0,0,0,0,0.218,2
1283,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,23,1,0.0,0,0,0,0.287,2
1284,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,0.03,2
1285,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,0.061,2
1286,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,0.077,2
1287,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,0.105,2
1288,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,0.129,2
1289,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,23,1,0.0,0,0,0,0.138,2
1290,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,0.161,2
1291,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,23,1,0.0,0,0,0,0.186,2
1292,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,23,1,0.0,0,0,0,0.265,2
1293,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,23,1,0.0,0,0,0,0.4,2
1294,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,0.03,4
1295,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,0.1,4
1296,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,0.13,4
1297,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,0.185,4
1298,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,0.225,4
1299,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,23,1,0.0,0,0,0,0.275,4
1300,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,0.3,4
1301,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,23,1,0.0,0,0,0,0.375,4
1302,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,23,1,0.0,0,0,0,0.475,4
1303,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,23,1,0.0,0,0,0,0.7,4
1304,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,0.03,4
1305,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,0.1,4
1306,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,0.14,4
1307,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,0.2,4
1308,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,0.24,4
1309,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,23,1,0.0,0,0,0,0.3,4
1310,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,0.325,4
1311,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,23,1,0.0,0,0,0,0.425,4
1312,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,23,1,0.0,0,0,0,0.54,4
1313,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,23,1,0.0,0,0,0,0.8,4
1314,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,147.8,5
1315,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,128.6,5
1316,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,129.85,5
1317,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,129.85,5
1318,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,23,1,0.0,0,0,0,129.85,5
1319,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,129.85,5
1320,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,23,1,0.0,0,0,0,129.85,5
1321,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,23,1,0.0,0,0,0,125.05,5
1322,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,23,1,0.0,0,0,0,119.4,5
1323,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,220.0,5
1324,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,150.55,5
1325,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,136.6,5
1326,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,136.6,5
1327,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,129.85,5
1328,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,23,1,0.0,0,0,0,129.85,5
1329,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,125.05,5
1330,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,23,1,0.0,0,0,0,125.05,5
1331,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,23,1,0.0,0,0,0,125.05,5
1332,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,23,1,0.0,0,0,0,125.05,5
1333,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,340.0,6
1334,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,250.0,6
1335,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,250.0,6
1336,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,250.0,6
1337,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,23,1,0.0,0,0,0,250.0,6
1338,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,250.0,6
1339,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,23,1,0.0,0,0,0,250.0,6
1340,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,23,1,0.0,0,0,0,250.0,6
1341,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,23,1,0.0,0,0,0,250.0,6
1342,2,R35,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,220.0,6
1343,2,R35,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,340.0,6
1344,2,R35,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,250.0,6
1345,2,R35,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,250.0,6
1346,2,R35,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,250.0,6
1347,2,R35,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,23,1,0.0,0,0,0,250.0,6
1348,2,R35,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,250.0,6
1349,2,R35,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,23,1,0.0,0,0,0,250.0,6
1350,2,R35,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,23,1,0.0,0,0,0,250.0,6
1351,2,R35,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[24.13],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,480.5,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,23,1,0.0,0,0,0,250.0,6
1352,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,25,1,0.0,0,0,0,0.117,2
1353,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,25,1,0.0,0,0,0,0.161,2
1354,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,25,1,0.0,0,0,0,0.216,2
1355,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,25,1,0.0,0,0,0,0.291,2
1356,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,25,1,0.0,0,0,0,0.341,2
1357,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,25,1,0.0,0,0,0,0.353,2
1358,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,25,1,0.0,0,0,0,0.396,2
1359,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,25,1,0.0,0,0,0,0.457,2
1360,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,25,1,0.0,0,0,0,0.482,2
1361,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,25,1,0.0,0,0,0,0.101,2
1362,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,25,1,0.0,0,0,0,0.148,2
1363,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,25,1,0.0,0,0,0,0.218,2
1364,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,25,1,0.0,0,0,0,0.295,2
1365,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,25,1,0.0,0,0,0,0.344,2
1366,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,25,1,0.0,0,0,0,0.361,2
1367,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,25,1,0.0,0,0,0,0.432,2
1368,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,25,1,0.0,0,0,0,0.49,2
1369,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,25,1,0.0,0,0,0,0.543,2
1370,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,25,1,0.0,0,0,0,0.185,4
1371,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,25,1,0.0,0,0,0,0.275,4
1372,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,25,1,0.0,0,0,0,0.375,4
1373,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,25,1,0.0,0,0,0,0.525,4
1374,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,25,1,0.0,0,0,0,0.575,4
1375,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,25,1,0.0,0,0,0,0.65,4
1376,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,25,1,0.0,0,0,0,0.725,4
1377,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,25,1,0.0,0,0,0,0.8,4
1378,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,25,1,0.0,0,0,0,0.9,4
1379,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,25,1,0.0,0,0,0,0.15,4
1380,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,25,1,0.0,0,0,0,0.24,4
1381,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,25,1,0.0,0,0,0,0.375,4
1382,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,25,1,0.0,0,0,0,0.5,4
1383,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,25,1,0.0,0,0,0,0.525,4
1384,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,25,1,0.0,0,0,0,0.525,4
1385,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,25,1,0.0,0,0,0,0.7,4
1386,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,25,1,0.0,0,0,0,0.775,4
1387,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,25,1,0.0,0,0,0,0.85,4
1388,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,25,1,0.0,0,0,0,342.0,5
1389,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,25,1,0.0,0,0,0,294.05,5
1390,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,25,1,0.0,0,0,0,294.05,5
1391,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,25,1,0.0,0,0,0,271.4,5
1392,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,25,1,0.0,0,0,0,271.4,5
1393,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,25,1,0.0,0,0,0,271.4,5
1394,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,25,1,0.0,0,0,0,271.4,5
1395,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,25,1,0.0,0,0,0,271.4,5
1396,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,25,1,0.0,0,0,0,237.5,5
1397,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,25,1,0.0,0,0,0,326.35,5
1398,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,25,1,0.0,0,0,0,271.4,5
1399,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,25,1,0.0,0,0,0,254.45,5
1400,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,25,1,0.0,0,0,0,254.45,5
1401,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,25,1,0.0,0,0,0,254.45,5
1402,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,25,1,0.0,0,0,0,254.45,5
1403,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,25,1,0.0,0,0,0,254.45,5
1404,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,25,1,0.0,0,0,0,254.45,5
1405,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,25,1,0.0,0,0,0,237.5,5
1406,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,25,1,0.0,0,0,0,470.0,6
1407,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,25,1,0.0,0,0,0,400.0,6
1408,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,25,1,0.0,0,0,0,400.0,6
1409,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,25,1,0.0,0,0,0,400.0,6
1410,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,25,1,0.0,0,0,0,400.0,6
1411,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,25,1,0.0,0,0,0,400.0,6
1412,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,25,1,0.0,0,0,0,400.0,6
1413,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,25,1,0.0,0,0,0,400.0,6
1414,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,25,1,0.0,0,0,0,400.0,6
1415,2,R37,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,25,1,0.0,0,0,0,470.0,6
1416,2,R37,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,25,1,0.0,0,0,0,400.0,6
1417,2,R37,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,25,1,0.0,0,0,0,400.0,6
1418,2,R37,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,25,1,0.0,0,0,0,400.0,6
1419,2,R37,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,25,1,0.0,0,0,0,400.0,6
1420,2,R37,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,25,1,0.0,0,0,0,400.0,6
1421,2,R37,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,25,1,0.0,0,0,0,400.0,6
1422,2,R37,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,25,1,0.0,0,0,0,400.0,6
1423,2,R37,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[579],[1],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,25,1,0.0,0,0,0,400.0,6
1424,2,R4,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,8,1,0.0,0,0,0,0.03,2
1425,2,R4,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,8,1,0.0,0,0,0,0.049,2
1426,2,R4,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,8,1,0.0,0,0,0,0.079,2
1427,2,R4,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,8,1,0.0,0,0,0,0.106,2
1428,2,R4,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,8,1,0.0,0,0,0,0.094,2
1429,2,R4,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,8,1,0.0,0,0,0,0.103,2
1430,2,R4,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,8,1,0.0,0,0,0,0.126,2
1431,2,R4,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,8,1,0.0,0,0,0,0.143,2
1432,2,R4,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,8,1,0.0,0,0,0,0.03,4
1433,2,R4,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,8,1,0.0,0,0,0,0.07,4
1434,2,R4,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,8,1,0.0,0,0,0,0.13,4
1435,2,R4,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,8,1,0.0,0,0,0,0.15,4
1436,2,R4,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,8,1,0.0,0,0,0,0.2,4
1437,2,R4,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,8,1,0.0,0,0,0,0.2,4
1438,2,R4,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,8,1,0.0,0,0,0,0.25,4
1439,2,R4,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,6]","[0,0]","[0,0]",2.0,[36.79],"[2,200x200x200,1]",[8],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.0,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,8,1,0.0,0,0,0,0.25,4
1440,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.04,2
1441,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.06,2
1442,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.102,2
1443,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.126,2
1444,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.17,2
1445,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.17,2
1446,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.209,2
1447,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.249,2
1448,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.04,2
1449,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.058,2
1450,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.075,2
1451,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.103,2
1452,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.144,2
1453,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.144,2
1454,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.149,2
1455,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.196,2
1456,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.04,4
1457,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.1,4
1458,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.16,4
1459,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.215,4
1460,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.4,4
1461,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.4,4
1462,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.425,4
1463,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.535,4
1464,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.04,4
1465,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.085,4
1466,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.115,4
1467,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.175,4
1468,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.335,4
1469,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.335,4
1470,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.375,4
1471,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.55,4
1472,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,490.0,5
1473,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,202.1,5
1474,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,159.4,5
1475,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,139.2,5
1476,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,119.3,5
1477,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,115.3,5
1478,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,107.85,5
1479,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,104.4,5
1480,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,490.0,5
1481,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,176.3,5
1482,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,145.5,5
1483,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,119.3,5
1484,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,115.3,5
1485,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,115.3,5
1486,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,115.3,5
1487,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,115.3,5
1488,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,490.0,6
1489,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,490.0,6
1490,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,300.0,6
1491,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,240.0,6
1492,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,180.0,6
1493,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,180.0,6
1494,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,180.0,6
1495,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,180.0,6
1496,2,R49,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,490.0,6
1497,2,R49,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,330.0,6
1498,2,R49,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,240.0,6
1499,2,R49,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,180.0,6
1500,2,R49,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,180.0,6
1501,2,R49,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,180.0,6
1502,2,R49,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,180.0,6
1503,2,R49,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[584],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,180.0,6
1504,2,R5,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,47,1,0.0,0,0,0,0.038,2
1505,2,R5,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,47,1,0.0,0,0,0,0.045,2
1506,2,R5,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,47,1,0.0,0,0,0,0.063,2
1507,2,R5,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,47,1,0.0,0,0,0,0.076,2
1508,2,R5,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,47,1,0.0,0,0,0,0.089,2
1509,2,R5,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,47,1,0.0,0,0,0,0.092,2
1510,2,R5,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,47,1,0.0,0,0,0,0.112,2
1511,2,R5,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,47,1,0.0,0,0,0,0.121,2
1512,2,R5,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,47,1,0.0,0,0,0,0.172,2
1513,2,R5,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,47,1,0.0,0,0,0,0.181,2
1514,2,R5,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,47,1,0.0,0,0,0,0.05,4
1515,2,R5,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,47,1,0.0,0,0,0,0.07,4
1516,2,R5,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,47,1,0.0,0,0,0,0.13,4
1517,2,R5,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,47,1,0.0,0,0,0,0.13,4
1518,2,R5,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,47,1,0.0,0,0,0,0.15,4
1519,2,R5,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,47,1,0.0,0,0,0,0.17,4
1520,2,R5,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,47,1,0.0,0,0,0,0.2,4
1521,2,R5,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,47,1,0.0,0,0,0,0.2,4
1522,2,R5,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,47,1,0.0,0,0,0,0.4,4
1523,2,R5,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,45]","[0,0]","[0,0]",2.0,[22.96],"[2,200x200x200,1]",[47],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,522.7,[16],[587],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,47,1,0.0,0,0,0,0.5,4
1524,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.025,2
1525,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.052,2
1526,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.074,2
1527,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.095,2
1528,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.102,2
1529,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.105,2
1530,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.115,2
1531,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,0.134,2
1532,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,0.135,2
1533,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,29,1,0.0,0,0,0,0.178,2
1534,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.032,2
1535,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.062,2
1536,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.103,2
1537,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.137,2
1538,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.179,2
1539,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.19,2
1540,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.229,2
1541,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,0.262,2
1542,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,0.295,2
1543,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,29,1,0.0,0,0,0,0.375,2
1544,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.04,4
1545,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.1,4
1546,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.15,4
1547,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.17,4
1548,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.2,4
1549,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.2,4
1550,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.24,4
1551,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,0.275,4
1552,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,0.275,4
1553,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,29,1,0.0,0,0,0,0.625,4
1554,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.05,4
1555,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.125,4
1556,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.185,4
1557,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.25,4
1558,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.36,4
1559,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.385,4
1560,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.45,4
1561,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,0.475,4
1562,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,0.525,4
1563,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,29,1,0.0,0,0,0,1.325,4
1564,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,451.25,5
1565,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,292.5,5
1566,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,151.45,5
1567,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,140.2,5
1568,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,140.2,5
1569,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,135.0,5
1570,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,135.0,5
1571,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,135.0,5
1572,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,135.0,5
1573,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,29,1,0.0,0,0,0,135.0,5
1574,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,730.0,5
1575,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,223.15,5
1576,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,151.45,5
1577,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,140.2,5
1578,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,135.0,5
1579,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,135.0,5
1580,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,135.0,5
1581,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,135.0,5
1582,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,135.0,5
1583,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,29,1,0.0,0,0,0,135.0,5
1584,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,600.0,6
1585,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,630.0,6
1586,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,340.0,6
1587,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,210.0,6
1588,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,210.0,6
1589,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,210.0,6
1590,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,210.0,6
1591,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,210.0,6
1592,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,210.0,6
1593,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,29,1,0.0,0,0,0,210.0,6
1594,2,R50,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,950.0,6
1595,2,R50,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,380.0,6
1596,2,R50,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,340.0,6
1597,2,R50,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,210.0,6
1598,2,R50,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,210.0,6
1599,2,R50,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,210.0,6
1600,2,R50,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,210.0,6
1601,2,R50,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,210.0,6
1602,2,R50,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,29,1,0.0,0,0,0,210.0,6
1603,2,R50,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[40.81],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,505.3,[16],[580],[4],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,29,1,0.0,0,0,0,210.0,6
1604,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,89.5653,32,1,0.0,0,0,0,0.052,2
1605,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,99.081,32,1,0.0,0,0,0,0.052,2
1606,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,148.6215,32,1,0.0,0,0,0,0.079,2
1607,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,199.143,32,1,0.0,0,0,0,0.097,2
1608,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,248.6835,32,1,0.0,0,0,0,0.144,2
1609,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,298.224,32,1,0.0,0,0,0,0.168,2
1610,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,298.224,32,1,0.0,0,0,0,0.2,2
1611,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,347.7645,32,1,0.0,0,0,0,0.209,2
1612,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,397.305,32,1,0.0,0,0,0,0.235,2
1613,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,89.5653,32,1,0.0,0,0,0,0.05,2
1614,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,99.081,32,1,0.0,0,0,0,0.057,2
1615,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,148.6215,32,1,0.0,0,0,0,0.082,2
1616,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,199.143,32,1,0.0,0,0,0,0.118,2
1617,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,248.6835,32,1,0.0,0,0,0,0.19,2
1618,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,298.224,32,1,0.0,0,0,0,0.227,2
1619,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,298.224,32,1,0.0,0,0,0,0.257,2
1620,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,347.7645,32,1,0.0,0,0,0,0.288,2
1621,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,397.305,32,1,0.0,0,0,0,0.332,2
1622,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,89.5653,32,1,0.0,0,0,0,0.06,4
1623,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,99.081,32,1,0.0,0,0,0,0.07,4
1624,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,148.6215,32,1,0.0,0,0,0,0.14,4
1625,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,199.143,32,1,0.0,0,0,0,0.175,4
1626,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,248.6835,32,1,0.0,0,0,0,0.3,4
1627,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,298.224,32,1,0.0,0,0,0,0.325,4
1628,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,298.224,32,1,0.0,0,0,0,0.35,4
1629,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,347.7645,32,1,0.0,0,0,0,0.45,4
1630,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,397.305,32,1,0.0,0,0,0,0.5,4
1631,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,89.5653,32,1,0.0,0,0,0,0.07,4
1632,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,99.081,32,1,0.0,0,0,0,0.1,4
1633,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,148.6215,32,1,0.0,0,0,0,0.15,4
1634,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,199.143,32,1,0.0,0,0,0,0.215,4
1635,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,248.6835,32,1,0.0,0,0,0,0.425,4
1636,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,298.224,32,1,0.0,0,0,0,0.45,4
1637,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,298.224,32,1,0.0,0,0,0,0.45,4
1638,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,347.7645,32,1,0.0,0,0,0,0.5,4
1639,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,397.305,32,1,0.0,0,0,0,0.625,4
1640,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,89.5653,32,1,0.0,0,0,0,975.0,5
1641,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,99.081,32,1,0.0,0,0,0,667.5,5
1642,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,148.6215,32,1,0.0,0,0,0,275.5,5
1643,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,199.143,32,1,0.0,0,0,0,222.5,5
1644,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,248.6835,32,1,0.0,0,0,0,200.25,5
1645,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,298.224,32,1,0.0,0,0,0,200.25,5
1646,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,298.224,32,1,0.0,0,0,0,200.25,5
1647,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,347.7645,32,1,0.0,0,0,0,200.25,5
1648,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,397.305,32,1,0.0,0,0,0,187.9,5
1649,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,89.5653,32,1,0.0,0,0,0,600.0,5
1650,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,99.081,32,1,0.0,0,0,0,445.0,5
1651,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,148.6215,32,1,0.0,0,0,0,275.5,5
1652,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,199.143,32,1,0.0,0,0,0,222.5,5
1653,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,248.6835,32,1,0.0,0,0,0,200.25,5
1654,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,298.224,32,1,0.0,0,0,0,200.25,5
1655,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,298.224,32,1,0.0,0,0,0,200.25,5
1656,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,347.7645,32,1,0.0,0,0,0,200.25,5
1657,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,397.305,32,1,0.0,0,0,0,200.25,5
1658,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,89.5653,32,1,0.0,0,0,0,1350.0,6
1659,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,99.081,32,1,0.0,0,0,0,1350.0,6
1660,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,148.6215,32,1,0.0,0,0,0,430.0,6
1661,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,199.143,32,1,0.0,0,0,0,400.0,6
1662,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,248.6835,32,1,0.0,0,0,0,400.0,6
1663,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,298.224,32,1,0.0,0,0,0,400.0,6
1664,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,298.224,32,1,0.0,0,0,0,400.0,6
1665,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,347.7645,32,1,0.0,0,0,0,400.0,6
1666,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,397.305,32,1,0.0,0,0,0,400.0,6
1667,2,R54,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,89.5653,32,1,0.0,0,0,0,600.0,6
1668,2,R54,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,99.081,32,1,0.0,0,0,0,600.0,6
1669,2,R54,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,148.6215,32,1,0.0,0,0,0,400.0,6
1670,2,R54,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,199.143,32,1,0.0,0,0,0,400.0,6
1671,2,R54,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,248.6835,32,1,0.0,0,0,0,400.0,6
1672,2,R54,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,298.224,32,1,0.0,0,0,0,400.0,6
1673,2,R54,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,298.224,32,1,0.0,0,0,0,400.0,6
1674,2,R54,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,347.7645,32,1,0.0,0,0,0,400.0,6
1675,2,R54,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[15.21],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,445.7,[26],[578],[2],[0],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,397.305,32,1,0.0,0,0,0,400.0,6
1676,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,117.72,36,1,0.0,0,0,0,0.065,2
1677,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,156.4695,36,1,0.0,0,0,0,0.057,2
1678,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,205.029,36,1,0.0,0,0,0,0.077,2
1679,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,263.3985,36,1,0.0,0,0,0,0.093,2
1680,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,263.3985,36,1,0.0,0,0,0,0.099,2
1681,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,0.132,2
1682,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,0.158,2
1683,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,117.72,36,1,0.0,0,0,0,0.06,2
1684,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,156.4695,36,1,0.0,0,0,0,0.047,2
1685,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,205.029,36,1,0.0,0,0,0,0.062,2
1686,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,263.3985,36,1,0.0,0,0,0,0.079,2
1687,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,263.3985,36,1,0.0,0,0,0,0.086,2
1688,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,0.124,2
1689,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,0.142,2
1690,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,117.72,36,1,0.0,0,0,0,0.073,4
1691,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,156.4695,36,1,0.0,0,0,0,0.1,4
1692,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,205.029,36,1,0.0,0,0,0,0.167,4
1693,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,263.3985,36,1,0.0,0,0,0,0.217,4
1694,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,263.3985,36,1,0.0,0,0,0,0.207,4
1695,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,0.29,4
1696,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,0.35,4
1697,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,117.72,36,1,0.0,0,0,0,0.064,4
1698,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,156.4695,36,1,0.0,0,0,0,0.074,4
1699,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,205.029,36,1,0.0,0,0,0,0.147,4
1700,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,263.3985,36,1,0.0,0,0,0,0.226,4
1701,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,263.3985,36,1,0.0,0,0,0,0.17,4
1702,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,0.269,4
1703,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,0.297,4
1704,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,117.72,36,1,0.0,0,0,0,1900.0,5
1705,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,156.4695,36,1,0.0,0,0,0,275.2,5
1706,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,205.029,36,1,0.0,0,0,0,163.1,5
1707,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,263.3985,36,1,0.0,0,0,0,142.7,5
1708,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,263.3985,36,1,0.0,0,0,0,122.1,5
1709,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,112.633,5
1710,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,106.267,5
1711,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,117.72,36,1,0.0,0,0,0,1900.0,5
1712,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,156.4695,36,1,0.0,0,0,0,336.043,5
1713,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,205.029,36,1,0.0,0,0,0,169.957,5
1714,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,263.3985,36,1,0.0,0,0,0,161.1,5
1715,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,263.3985,36,1,0.0,0,0,0,122.343,5
1716,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,110.5,5
1717,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,100.886,5
1718,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,117.72,36,1,0.0,0,0,0,1900.0,6
1719,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,156.4695,36,1,0.0,0,0,0,580.0,6
1720,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,205.029,36,1,0.0,0,0,0,360.0,6
1721,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,263.3985,36,1,0.0,0,0,0,270.0,6
1722,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,263.3985,36,1,0.0,0,0,0,270.0,6
1723,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,190.0,6
1724,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,270.0,6
1725,2,R58,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,117.72,36,1,0.0,0,0,0,1900.0,6
1726,2,R58,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,156.4695,36,1,0.0,0,0,0,820.0,6
1727,2,R58,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,205.029,36,1,0.0,0,0,0,450.0,6
1728,2,R58,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,263.3985,36,1,0.0,0,0,0,450.0,6
1729,2,R58,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,263.3985,36,1,0.0,0,0,0,270.0,6
1730,2,R58,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,220.0,6
1731,2,R58,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[15.99],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.6,[16],[589],[4],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,307.053,36,1,0.0,0,0,0,220.0,6
1732,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,105.6537,30,1,0.0,0,0,0,0.048,2
1733,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,158.5296,30,1,0.0,0,0,0,0.08,2
1734,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,211.4055,30,1,0.0,0,0,0,0.117,2
1735,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,264.2814,30,1,0.0,0,0,0,0.169,2
1736,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,264.2814,30,1,0.0,0,0,0,0.183,2
1737,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,317.1573,30,1,0.0,0,0,0,0.204,2
1738,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,370.0332,30,1,0.0,0,0,0,0.231,2
1739,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,105.6537,30,1,0.0,0,0,0,0.045,2
1740,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,158.5296,30,1,0.0,0,0,0,0.088,2
1741,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,211.4055,30,1,0.0,0,0,0,0.118,2
1742,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,264.2814,30,1,0.0,0,0,0,0.176,2
1743,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,264.2814,30,1,0.0,0,0,0,0.184,2
1744,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,317.1573,30,1,0.0,0,0,0,0.195,2
1745,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,370.0332,30,1,0.0,0,0,0,0.222,2
1746,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,105.6537,30,1,0.0,0,0,0,0.07,4
1747,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,158.5296,30,1,0.0,0,0,0,0.14,4
1748,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,211.4055,30,1,0.0,0,0,0,0.25,4
1749,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,264.2814,30,1,0.0,0,0,0,0.325,4
1750,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,264.2814,30,1,0.0,0,0,0,0.3,4
1751,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,317.1573,30,1,0.0,0,0,0,0.315,4
1752,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,370.0332,30,1,0.0,0,0,0,0.375,4
1753,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,105.6537,30,1,0.0,0,0,0,0.06,4
1754,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,158.5296,30,1,0.0,0,0,0,0.14,4
1755,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,211.4055,30,1,0.0,0,0,0,0.24,4
1756,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,264.2814,30,1,0.0,0,0,0,0.315,4
1757,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,264.2814,30,1,0.0,0,0,0,0.325,4
1758,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,317.1573,30,1,0.0,0,0,0,0.35,4
1759,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,370.0332,30,1,0.0,0,0,0,0.375,4
1760,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,105.6537,30,1,0.0,0,0,0,374.0,5
1761,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,158.5296,30,1,0.0,0,0,0,220.8,5
1762,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,211.4055,30,1,0.0,0,0,0,156.9,5
1763,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,264.2814,30,1,0.0,0,0,0,143.8,5
1764,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,264.2814,30,1,0.0,0,0,0,134.25,5
1765,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,317.1573,30,1,0.0,0,0,0,134.25,5
1766,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,370.0332,30,1,0.0,0,0,0,129.15,5
1767,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,105.6537,30,1,0.0,0,0,0,374.0,5
1768,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,158.5296,30,1,0.0,0,0,0,220.8,5
1769,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,211.4055,30,1,0.0,0,0,0,156.9,5
1770,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,264.2814,30,1,0.0,0,0,0,143.8,5
1771,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,264.2814,30,1,0.0,0,0,0,134.25,5
1772,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,317.1573,30,1,0.0,0,0,0,134.25,5
1773,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,370.0332,30,1,0.0,0,0,0,134.25,5
1774,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,105.6537,30,1,0.0,0,0,0,580.0,6
1775,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,158.5296,30,1,0.0,0,0,0,340.0,6
1776,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,211.4055,30,1,0.0,0,0,0,340.0,6
1777,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,264.2814,30,1,0.0,0,0,0,340.0,6
1778,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,264.2814,30,1,0.0,0,0,0,210.0,6
1779,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,317.1573,30,1,0.0,0,0,0,210.0,6
1780,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,370.0332,30,1,0.0,0,0,0,210.0,6
1781,2,R61,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,105.6537,30,1,0.0,0,0,0,580.0,6
1782,2,R61,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,158.5296,30,1,0.0,0,0,0,340.0,6
1783,2,R61,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,211.4055,30,1,0.0,0,0,0,340.0,6
1784,2,R61,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,264.2814,30,1,0.0,0,0,0,340.0,6
1785,2,R61,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,264.2814,30,1,0.0,0,0,0,210.0,6
1786,2,R61,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,317.1573,30,1,0.0,0,0,0,210.0,6
1787,2,R61,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,28]","[0,0]","[0,0]",2.0,[15.5],"[2,200x200x200,1]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,477.6,[26],[583],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,370.0332,30,1,0.0,0,0,0,210.0,6
1788,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.038,2
1789,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.064,2
1790,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.082,2
1791,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.109,2
1792,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.122,2
1793,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.135,2
1794,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.15,2
1795,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.04,2
1796,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.09,2
1797,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.108,2
1798,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.13,2
1799,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.144,2
1800,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.177,2
1801,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.196,2
1802,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.05,4
1803,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.15,4
1804,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.22,4
1805,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.285,4
1806,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.275,4
1807,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.3,4
1808,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.325,4
1809,2,R65,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.04,4
1810,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.175,4
1811,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.25,4
1812,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.315,4
1813,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.325,4
1814,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.325,4
1815,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.415,4
1816,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,261.05,5
1817,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,202.45,5
1818,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,153.45,5
1819,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,145.3,5
1820,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,134.25,5
1821,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,134.25,5
1822,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,261.05,5
1823,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,188.95,5
1824,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,155.95,5
1825,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,149.2,5
1826,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,137.7,5
1827,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,137.7,5
1828,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,400.0,6
1829,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,390.0,6
1830,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,340.0,6
1831,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,340.0,6
1832,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,340.0,6
1833,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,340.0,6
1834,2,R65,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,400.0,6
1835,2,R65,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,380.0,6
1836,2,R65,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,280.0,6
1837,2,R65,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,280.0,6
1838,2,R65,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,270.0,6
1839,2,R65,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[20.11],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586.5],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,270.0,6
1840,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.054,2
1841,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.074,2
1842,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.079,2
1843,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.09,2
1844,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.096,2
1845,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.122,2
1846,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.16,2
1847,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,0.191,2
1848,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.06,2
1849,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.074,2
1850,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.081,2
1851,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.107,2
1852,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.11,2
1853,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.131,2
1854,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.162,2
1855,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,0.198,2
1856,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.06,4
1857,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.14,4
1858,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.17,4
1859,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.23,4
1860,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.24,4
1861,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.31,4
1862,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.4,4
1863,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,0.5,4
1864,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.07,4
1865,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.16,4
1866,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.2,4
1867,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.27,4
1868,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.285,4
1869,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.34,4
1870,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.4,4
1871,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,0.5,4
1872,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,1005.0,5
1873,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,272.3,5
1874,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,167.5,5
1875,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,144.3,5
1876,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,129.8,5
1877,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,126.1,5
1878,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,126.1,5
1879,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,126.1,5
1880,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,287.1,5
1881,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,167.5,5
1882,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,143.6,5
1883,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,134.0,5
1884,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,129.8,5
1885,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,129.8,5
1886,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,129.8,5
1887,2,R66,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,1240.0,6
1888,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,340.0,6
1889,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,320.0,6
1890,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,320.0,6
1891,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,280.0,6
1892,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,280.0,6
1893,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,280.0,6
1894,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,280.0,6
1895,2,R66,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,340.0,6
1896,2,R66,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,280.0,6
1897,2,R66,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,280.0,6
1898,2,R66,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,280.0,6
1899,2,R66,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,280.0,6
1900,2,R66,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,280.0,6
1901,2,R66,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[586.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,280.0,6
1902,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,16,1,0.0,0,0,0,0.063,2
1903,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,16,1,0.0,0,0,0,0.073,2
1904,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,16,1,0.0,0,0,0,0.091,2
1905,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,16,1,0.0,0,0,0,0.111,2
1906,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,245.25,16,1,0.0,0,0,0,0.118,2
1907,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,16,1,0.0,0,0,0,0.143,2
1908,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,16,1,0.0,0,0,0,0.169,2
1909,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,16,1,0.0,0,0,0,0.203,2
1910,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,16,1,0.0,0,0,0,0.06,2
1911,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,16,1,0.0,0,0,0,0.075,2
1912,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,16,1,0.0,0,0,0,0.098,2
1913,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,16,1,0.0,0,0,0,0.121,2
1914,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,245.25,16,1,0.0,0,0,0,0.132,2
1915,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,16,1,0.0,0,0,0,0.146,2
1916,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,16,1,0.0,0,0,0,0.166,2
1917,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,16,1,0.0,0,0,0,0.214,2
1918,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,16,1,0.0,0,0,0,0.07,4
1919,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,16,1,0.0,0,0,0,0.175,4
1920,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,16,1,0.0,0,0,0,0.225,4
1921,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,16,1,0.0,0,0,0,0.275,4
1922,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,245.25,16,1,0.0,0,0,0,0.325,4
1923,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,16,1,0.0,0,0,0,0.365,4
1924,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,16,1,0.0,0,0,0,0.375,4
1925,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,16,1,0.0,0,0,0,0.5,4
1926,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,16,1,0.0,0,0,0,0.07,4
1927,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,16,1,0.0,0,0,0,0.15,4
1928,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,16,1,0.0,0,0,0,0.2,4
1929,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,16,1,0.0,0,0,0,0.3,4
1930,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,245.25,16,1,0.0,0,0,0,0.325,4
1931,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,16,1,0.0,0,0,0,0.4,4
1932,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,16,1,0.0,0,0,0,0.5,4
1933,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,16,1,0.0,0,0,0,0.66,4
1934,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,16,1,0.0,0,0,0,535.0,5
1935,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,16,1,0.0,0,0,0,171.8,5
1936,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,16,1,0.0,0,0,0,124.3,5
1937,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,16,1,0.0,0,0,0,112.95,5
1938,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,245.25,16,1,0.0,0,0,0,112.95,5
1939,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,16,1,0.0,0,0,0,112.95,5
1940,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,16,1,0.0,0,0,0,112.95,5
1941,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,16,1,0.0,0,0,0,112.95,5
1942,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,16,1,0.0,0,0,0,600.0,5
1943,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,16,1,0.0,0,0,0,165.0,5
1944,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,16,1,0.0,0,0,0,124.3,5
1945,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,16,1,0.0,0,0,0,112.95,5
1946,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,245.25,16,1,0.0,0,0,0,112.95,5
1947,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,16,1,0.0,0,0,0,112.95,5
1948,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,16,1,0.0,0,0,0,112.95,5
1949,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,16,1,0.0,0,0,0,112.95,5
1950,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,16,1,0.0,0,0,0,860.0,6
1951,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,16,1,0.0,0,0,0,330.0,6
1952,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,16,1,0.0,0,0,0,200.0,6
1953,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,16,1,0.0,0,0,0,200.0,6
1954,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,245.25,16,1,0.0,0,0,0,200.0,6
1955,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,16,1,0.0,0,0,0,200.0,6
1956,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,16,1,0.0,0,0,0,200.0,6
1957,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,16,1,0.0,0,0,0,200.0,6
1958,2,R67,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,16,1,0.0,0,0,0,860.0,6
1959,2,R67,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,16,1,0.0,0,0,0,330.0,6
1960,2,R67,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,16,1,0.0,0,0,0,200.0,6
1961,2,R67,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,16,1,0.0,0,0,0,200.0,6
1962,2,R67,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,245.25,16,1,0.0,0,0,0,200.0,6
1963,2,R67,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,16,1,0.0,0,0,0,200.0,6
1964,2,R67,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,16,1,0.0,0,0,0,200.0,6
1965,2,R67,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4510.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,14]","[0,0]","[0,0]",2.0,[17.17],"[2,200x200x200,1]",[16],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584.5],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,16,1,0.0,0,0,0,200.0,6
1966,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,49.05,14,1,0.0,0,0,0,0.04,2
1967,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.05,2
1968,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.09,2
1969,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.115,2
1970,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.139,2
1971,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.172,2
1972,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.196,2
1973,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.219,2
1974,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,0.293,2
1975,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,49.05,14,1,0.0,0,0,0,0.043,2
1976,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.047,2
1977,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.098,2
1978,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.12,2
1979,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.153,2
1980,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.172,2
1981,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.205,2
1982,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.224,2
1983,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,0.283,2
1984,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,49.05,14,1,0.0,0,0,0,0.04,4
1985,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.075,4
1986,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.175,4
1987,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.23,4
1988,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.275,4
1989,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.315,4
1990,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.4,4
1991,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.45,4
1992,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,0.5,4
1993,2,R68,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,49.05,14,1,0.0,0,0,0,0.037,4
1994,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,0.09,4
1995,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,0.18,4
1996,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,0.22,4
1997,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,0.283,4
1998,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,0.3,4
1999,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,0.357,4
2000,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,0.433,4
2001,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,0.5,4
2002,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,316.9,5
2003,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,216.7,5
2004,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,205.85,5
2005,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,178.75,5
2006,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,169.9,5
2007,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,169.9,5
2008,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,162.5,5
2009,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,162.5,5
2010,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,225.733,5
2011,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,190.433,5
2012,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,183.2,5
2013,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,163.267,5
2014,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,159.1,5
2015,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,154.167,5
2016,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,154.167,5
2017,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,154.167,5
2018,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,550.0,6
2019,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,440.0,6
2020,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,300.0,6
2021,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,300.0,6
2022,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,300.0,6
2023,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,300.0,6
2024,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,300.0,6
2025,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,300.0,6
2026,2,R68,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,14,1,0.0,0,0,0,440.0,6
2027,2,R68,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,14,1,0.0,0,0,0,300.0,6
2028,2,R68,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,14,1,0.0,0,0,0,300.0,6
2029,2,R68,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,14,1,0.0,0,0,0,300.0,6
2030,2,R68,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,14,1,0.0,0,0,0,300.0,6
2031,2,R68,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,14,1,0.0,0,0,0,300.0,6
2032,2,R68,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,14,1,0.0,0,0,0,300.0,6
2033,2,R68,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4520.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,12]","[0,0]","[0,0]",2.0,[16.68],"[2,200x200x200,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,456.0,[26],[584],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.4,14,1,0.0,0,0,0,300.0,6
2034,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,69.2586,23,1,0.0,0,0,0,0.05,2
2035,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,0.061,2
2036,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,0.068,2
2037,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,0.081,2
2038,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,0.101,2
2039,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,23,1,0.0,0,0,0,0.104,2
2040,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,0.12,2
2041,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,0.141,2
2042,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,383.0805,23,1,0.0,0,0,0,0.231,2
2043,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,69.2586,23,1,0.0,0,0,0,0.03,2
2044,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,0.043,2
2045,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,0.069,2
2046,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,0.09,2
2047,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,0.103,2
2048,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,23,1,0.0,0,0,0,0.114,2
2049,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,0.129,2
2050,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,0.158,2
2051,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,383.0805,23,1,0.0,0,0,0,0.229,2
2052,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,69.2586,23,1,0.0,0,0,0,0.05,4
2053,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,0.115,4
2054,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,0.14,4
2055,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,0.185,4
2056,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,0.2,4
2057,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,23,1,0.0,0,0,0,0.2,4
2058,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,0.24,4
2059,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,0.3,4
2060,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,383.0805,23,1,0.0,0,0,0,1.0,4
2061,2,R69,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,69.2586,23,1,0.0,0,0,0,0.03,4
2062,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,0.083,4
2063,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,0.12,4
2064,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,0.163,4
2065,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,0.183,4
2066,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,23,1,0.0,0,0,0,0.2,4
2067,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,0.273,4
2068,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,0.283,4
2069,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,383.0805,23,1,0.0,0,0,0,1.0,4
2070,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,286.3,5
2071,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,148.25,5
2072,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,123.85,5
2073,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,116.05,5
2074,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,23,1,0.0,0,0,0,116.05,5
2075,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,116.05,5
2076,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,112.2,5
2077,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,383.0805,23,1,0.0,0,0,0,103.1,5
2078,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,345.033,5
2079,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,159.567,5
2080,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,143.733,5
2081,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,124.2,5
2082,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,23,1,0.0,0,0,0,124.2,5
2083,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,110.767,5
2084,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,106.033,5
2085,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,383.0805,23,1,0.0,0,0,0,104.4,5
2086,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,590.0,6
2087,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,260.0,6
2088,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,230.0,6
2089,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,230.0,6
2090,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,245.25,23,1,0.0,0,0,0,230.0,6
2091,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,230.0,6
2092,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,230.0,6
2093,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,383.0805,23,1,0.0,0,0,0,230.0,6
2094,2,R69,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,23,1,0.0,0,0,0,710.0,6
2095,2,R69,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,23,1,0.0,0,0,0,390.0,6
2096,2,R69,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,23,1,0.0,0,0,0,390.0,6
2097,2,R69,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,23,1,0.0,0,0,0,390.0,6
2098,2,R69,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.25,23,1,0.0,0,0,0,390.0,6
2099,2,R69,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.3,23,1,0.0,0,0,0,390.0,6
2100,2,R69,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,23,1,0.0,0,0,0,320.0,6
2101,2,R69,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,21]","[0,0]","[0,0]",2.0,[15.7],"[2,200x200x200,1]",[23],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,401.1,[26],[586],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,383.0805,23,1,0.0,0,0,0,320.0,6
2102,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,24,1,0.0,0,0,0,0.044,2
2103,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,24,1,0.0,0,0,0,0.078,2
2104,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,24,1,0.0,0,0,0,0.091,2
2105,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,24,1,0.0,0,0,0,0.107,2
2106,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,245.25,24,1,0.0,0,0,0,0.113,2
2107,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,24,1,0.0,0,0,0,0.125,2
2108,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,24,1,0.0,0,0,0,0.139,2
2109,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,24,1,0.0,0,0,0,0.16,2
2110,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,24,1,0.0,0,0,0,0.057,2
2111,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,24,1,0.0,0,0,0,0.099,2
2112,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,24,1,0.0,0,0,0,0.12,2
2113,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,24,1,0.0,0,0,0,0.139,2
2114,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,245.25,24,1,0.0,0,0,0,0.155,2
2115,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,24,1,0.0,0,0,0,0.18,2
2116,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,24,1,0.0,0,0,0,0.194,2
2117,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,24,1,0.0,0,0,0,0.218,2
2118,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,24,1,0.0,0,0,0,0.07,4
2119,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,24,1,0.0,0,0,0,0.13,4
2120,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,24,1,0.0,0,0,0,0.175,4
2121,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,24,1,0.0,0,0,0,0.25,4
2122,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,245.25,24,1,0.0,0,0,0,0.25,4
2123,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,24,1,0.0,0,0,0,0.25,4
2124,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,24,1,0.0,0,0,0,0.27,4
2125,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,24,1,0.0,0,0,0,0.325,4
2126,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,24,1,0.0,0,0,0,0.1,4
2127,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,24,1,0.0,0,0,0,0.16,4
2128,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,24,1,0.0,0,0,0,0.2,4
2129,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,24,1,0.0,0,0,0,0.24,4
2130,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,245.25,24,1,0.0,0,0,0,0.26,4
2131,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,24,1,0.0,0,0,0,0.325,4
2132,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,24,1,0.0,0,0,0,0.34,4
2133,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,24,1,0.0,0,0,0,0.4,4
2134,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,24,1,0.0,0,0,0,401.0,5
2135,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,24,1,0.0,0,0,0,185.0,5
2136,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,24,1,0.0,0,0,0,158.6,5
2137,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,24,1,0.0,0,0,0,131.65,5
2138,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,245.25,24,1,0.0,0,0,0,131.65,5
2139,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,24,1,0.0,0,0,0,122.25,5
2140,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,24,1,0.0,0,0,0,118.65,5
2141,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,24,1,0.0,0,0,0,114.85,5
2142,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,24,1,0.0,0,0,0,401.0,5
2143,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,24,1,0.0,0,0,0,194.65,5
2144,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,24,1,0.0,0,0,0,158.6,5
2145,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,24,1,0.0,0,0,0,144.45,5
2146,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,245.25,24,1,0.0,0,0,0,144.45,5
2147,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,24,1,0.0,0,0,0,137.5,5
2148,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,24,1,0.0,0,0,0,128.05,5
2149,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,24,1,0.0,0,0,0,123.0,5
2150,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,24,1,0.0,0,0,0,620.0,6
2151,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,24,1,0.0,0,0,0,320.0,6
2152,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,24,1,0.0,0,0,0,270.0,6
2153,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,24,1,0.0,0,0,0,250.0,6
2154,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,245.25,24,1,0.0,0,0,0,250.0,6
2155,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,24,1,0.0,0,0,0,250.0,6
2156,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,24,1,0.0,0,0,0,250.0,6
2157,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,24,1,0.0,0,0,0,250.0,6
2158,2,R70,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,24,1,0.0,0,0,0,620.0,6
2159,2,R70,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,24,1,0.0,0,0,0,320.0,6
2160,2,R70,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,24,1,0.0,0,0,0,270.0,6
2161,2,R70,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,24,1,0.0,0,0,0,250.0,6
2162,2,R70,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,245.25,24,1,0.0,0,0,0,250.0,6
2163,2,R70,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,24,1,0.0,0,0,0,250.0,6
2164,2,R70,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,24,1,0.0,0,0,0,250.0,6
2165,2,R70,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,22]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[24],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,455.0,[26],[587],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,24,1,0.0,0,0,0,250.0,6
2166,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,49.05,32,1,0.0,0,0,0,0.03,2
2167,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,32,1,0.0,0,0,0,0.062,2
2168,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,32,1,0.0,0,0,0,0.077,2
2169,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,32,1,0.0,0,0,0,0.094,2
2170,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,32,1,0.0,0,0,0,0.13,2
2171,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,294.3,32,1,0.0,0,0,0,0.204,2
2172,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,32,1,0.0,0,0,0,0.234,2
2173,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,49.05,32,1,0.0,0,0,0,0.04,2
2174,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,32,1,0.0,0,0,0,0.051,2
2175,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,32,1,0.0,0,0,0,0.067,2
2176,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,32,1,0.0,0,0,0,0.095,2
2177,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,32,1,0.0,0,0,0,0.128,2
2178,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.3,32,1,0.0,0,0,0,0.192,2
2179,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,32,1,0.0,0,0,0,0.264,2
2180,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,49.05,32,1,0.0,0,0,0,0.03,4
2181,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,32,1,0.0,0,0,0,0.1,4
2182,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,32,1,0.0,0,0,0,0.175,4
2183,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,32,1,0.0,0,0,0,0.225,4
2184,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,32,1,0.0,0,0,0,0.35,4
2185,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,294.3,32,1,0.0,0,0,0,0.55,4
2186,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,32,1,0.0,0,0,0,0.675,4
2187,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,49.05,32,1,0.0,0,0,0,0.05,4
2188,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,32,1,0.0,0,0,0,0.078,4
2189,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,32,1,0.0,0,0,0,0.12,4
2190,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,32,1,0.0,0,0,0,0.155,4
2191,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,32,1,0.0,0,0,0,0.225,4
2192,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.3,32,1,0.0,0,0,0,0.338,4
2193,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,32,1,0.0,0,0,0,0.505,4
2194,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,32,1,0.0,0,0,0,256.0,5
2195,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,32,1,0.0,0,0,0,147.85,5
2196,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,32,1,0.0,0,0,0,133.1,5
2197,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,32,1,0.0,0,0,0,123.1,5
2198,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,294.3,32,1,0.0,0,0,0,123.1,5
2199,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,32,1,0.0,0,0,0,115.9,5
2200,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,49.05,32,1,0.0,0,0,0,500.0,5
2201,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,32,1,0.0,0,0,0,244.3,5
2202,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,32,1,0.0,0,0,0,141.7,5
2203,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,32,1,0.0,0,0,0,125.15,5
2204,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,32,1,0.0,0,0,0,123.1,5
2205,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.3,32,1,0.0,0,0,0,123.1,5
2206,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,32,1,0.0,0,0,0,123.1,5
2207,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,98.1,32,1,0.0,0,0,0,360.0,6
2208,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,147.15,32,1,0.0,0,0,0,360.0,6
2209,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,196.2,32,1,0.0,0,0,0,360.0,6
2210,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,245.25,32,1,0.0,0,0,0,240.0,6
2211,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,14,0.0,0.0,294.3,32,1,0.0,0,0,0,240.0,6
2212,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,1,0.0,1,0.0,0.0,343.35,32,1,0.0,0,0,0,210.0,6
2213,2,R72,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,49.05,32,1,0.0,0,0,0,500.0,6
2214,2,R72,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,98.1,32,1,0.0,0,0,0,520.0,6
2215,2,R72,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.15,32,1,0.0,0,0,0,470.0,6
2216,2,R72,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.2,32,1,0.0,0,0,0,1380.0,6
2217,2,R72,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.25,32,1,0.0,0,0,0,1260.0,6
2218,2,R72,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.3,32,1,0.0,0,0,0,1260.0,6
2219,2,R72,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,30]","[0,0]","[0,0]",2.0,[31.2],"[2,200x200x200,1]",[32],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,493.8,"[0,26]","[35,582]","[2,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.35,32,1,0.0,0,0,0,1260.0,6
2220,2,R8,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,7,1,0.0,0,0,0,0.045,2
2221,2,R8,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,7,1,0.0,0,0,0,0.062,2
2222,2,R8,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,7,1,0.0,0,0,0,0.077,2
2223,2,R8,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,7,1,0.0,0,0,0,0.086,2
2224,2,R8,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.108,2
2225,2,R8,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,7,1,0.0,0,0,0,0.119,2
2226,2,R8,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,7,1,0.0,0,0,0,0.131,2
2227,2,R8,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,7,1,0.0,0,0,0,0.155,2
2228,2,R8,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,7,1,0.0,0,0,0,0.168,2
2229,2,R8,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,7,1,0.0,0,0,0,0.182,2
2230,2,R8,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,7,1,0.0,0,0,0,0.07,4
2231,2,R8,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,7,1,0.0,0,0,0,0.13,4
2232,2,R8,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,7,1,0.0,0,0,0,0.15,4
2233,2,R8,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,7,1,0.0,0,0,0,0.25,4
2234,2,R8,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.27,4
2235,2,R8,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,7,1,0.0,0,0,0,0.27,4
2236,2,R8,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,7,1,0.0,0,0,0,0.4,4
2237,2,R8,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,7,1,0.0,0,0,0,0.43,4
2238,2,R8,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,7,1,0.0,0,0,0,0.35,4
2239,2,R8,10,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[36.49],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,"[16,32]","[595,595]","[3,2]","[0,0]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,7,1,0.0,0,0,0,0.37,4
2240,2,R9,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,7,1,0.0,0,0,0,0.042,2
2241,2,R9,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,7,1,0.0,0,0,0,0.059,2
2242,2,R9,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,7,1,0.0,0,0,0,0.067,2
2243,2,R9,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.07,2
2244,2,R9,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,7,1,0.0,0,0,0,0.094,2
2245,2,R9,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,7,1,0.0,0,0,0,0.11,2
2246,2,R9,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,7,1,0.0,0,0,0,0.113,2
2247,2,R9,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,7,1,0.0,0,0,0,0.125,2
2248,2,R9,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,7,1,0.0,0,0,0,0.144,2
2249,2,R9,1,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,7,1,0.0,0,0,0,0.08,4
2250,2,R9,2,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,7,1,0.0,0,0,0,0.1,4
2251,2,R9,3,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,7,1,0.0,0,0,0,0.13,4
2252,2,R9,4,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.15,4
2253,2,R9,5,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,7,1,0.0,0,0,0,0.2,4
2254,2,R9,6,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,7,1,0.0,0,0,0,0.25,4
2255,2,R9,7,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,7,1,0.0,0,0,0,0.25,4
2256,2,R9,8,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,7,1,0.0,0,0,0,0.28,4
2257,2,R9,9,0,Heft 140 - Versuche mit Betonformstählen,1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,300,"[1,3]","[2,5]","[0,0]","[0,0]",2.0,[37.28],"[2,200x200x200,1]",[7],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,556.0,[32],[595],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,7,1,0.0,0,0,0,0.35,4
2258,3,T12,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.049,2
2259,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.047,2
2260,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.056,2
2261,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.063,2
2262,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.078,2
2263,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.092,2
2264,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.098,2
2265,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.095,2
2266,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.113,2
2267,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.129,2
2268,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.144,2
2269,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.288,2
2270,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.055,2
2271,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.079,2
2272,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.075,2
2273,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.09,2
2274,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.103,2
2275,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.112,2
2276,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.105,2
2277,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.119,2
2278,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.134,2
2279,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.154,2
2280,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.32,2
2281,3,T12,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.05,4
2282,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.1,4
2283,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.13,4
2284,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.16,4
2285,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.175,4
2286,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.24,4
2287,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.26,4
2288,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.215,4
2289,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.275,4
2290,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.315,4
2291,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.35,4
2292,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.95,4
2293,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.085,4
2294,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.125,4
2295,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.14,4
2296,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.185,4
2297,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.21,4
2298,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.235,4
2299,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.225,4
2300,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.265,4
2301,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.275,4
2302,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.365,4
2303,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,1.35,4
2304,3,T12,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,384.0,5
2305,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,140.6,5
2306,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,107.2,5
2307,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,96.45,5
2308,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,86.8,5
2309,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,86.8,5
2310,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,86.8,5
2311,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,86.8,5
2312,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,84.9,5
2313,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,83.0,5
2314,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,79.6,5
2315,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,76.4,5
2316,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,228.7,5
2317,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,163.0,5
2318,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,139.3,5
2319,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,112.4,5
2320,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,106.1,5
2321,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,100.8,5
2322,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,93.25,5
2323,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,93.25,5
2324,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,91.0,5
2325,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,91.0,5
2326,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,86.8,5
2327,3,T12,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,890.0,6
2328,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,300.0,6
2329,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,210.0,6
2330,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,210.0,6
2331,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,190.0,6
2332,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,190.0,6
2333,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,190.0,6
2334,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,190.0,6
2335,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,190.0,6
2336,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,190.0,6
2337,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,190.0,6
2338,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,190.0,6
2339,3,T12,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,480.0,6
2340,3,T12,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,420.0,6
2341,3,T12,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,320.0,6
2342,3,T12,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,270.0,6
2343,3,T12,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,270.0,6
2344,3,T12,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,270.0,6
2345,3,T12,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,180.0,6
2346,3,T12,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,180.0,6
2347,3,T12,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,180.0,6
2348,3,T12,11,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,180.0,6
2349,3,T12,12,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.6],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,520.7,[32],[584],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,180.0,6
2350,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.045,2
2351,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.045,2
2352,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.06,2
2353,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.087,2
2354,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
2355,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.13,2
2356,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.058,2
2357,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.069,2
2358,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.077,2
2359,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.119,2
2360,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.155,2
2361,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.211,2
2362,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.07,4
2363,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.1,4
2364,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.19,4
2365,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.275,4
2366,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.4,4
2367,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.85,4
2368,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.06,4
2369,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.1,4
2370,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.24,4
2371,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.3,4
2372,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.475,4
2373,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,1.075,4
2374,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,412.5,5
2375,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,173.35,5
2376,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,138.6,5
2377,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,129.15,5
2378,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,126.3,5
2379,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,129.15,5
2380,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,442.9,5
2381,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,256.55,5
2382,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,172.5,5
2383,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,172.5,5
2384,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,163.65,5
2385,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,163.65,5
2386,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,760.0,6
2387,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,360.0,6
2388,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,340.0,6
2389,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,340.0,6
2390,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,340.0,6
2391,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,340.0,6
2392,3,T13,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,760.0,6
2393,3,T13,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,420.0,6
2394,3,T13,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,330.0,6
2395,3,T13,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,330.0,6
2396,3,T13,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,330.0,6
2397,3,T13,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[21.58],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,531.5,[32],[584],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,330.0,6
2398,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.039,2
2399,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.045,2
2400,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.06,2
2401,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.084,2
2402,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.093,2
2403,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.05,2
2404,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.07,2
2405,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.1,2
2406,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.104,2
2407,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.151,2
2408,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.07,4
2409,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.085,4
2410,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.115,4
2411,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.115,4
2412,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.175,4
2413,3,T16,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.07,4
2414,3,T16,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.115,4
2415,3,T16,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.16,4
2416,3,T16,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.185,4
2417,3,T16,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[18.64],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,516.8,"[16,16,32]","[529,579,579]","[2,2,1]","[30,30,84]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.285,4
2418,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.072,2
2419,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.07,2
2420,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.073,2
2421,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.101,2
2422,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.117,2
2423,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.154,2
2424,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.25,2
2425,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.212,2
2426,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.06,2
2427,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.075,2
2428,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.095,2
2429,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.121,2
2430,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.132,2
2431,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.16,2
2432,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.185,2
2433,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.236,2
2434,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.085,4
2435,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.15,4
2436,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.21,4
2437,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.25,4
2438,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.35,4
2439,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.25,4
2440,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.45,4
2441,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.625,4
2442,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.1,4
2443,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.15,4
2444,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.17,4
2445,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.26,4
2446,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.3,4
2447,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.35,4
2448,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.45,4
2449,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.575,4
2450,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,193.9,5
2451,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,169.85,5
2452,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,142.4,5
2453,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,142.4,5
2454,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,137.1,5
2455,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,132.55,5
2456,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,132.55,5
2457,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,132.55,5
2458,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,202.65,5
2459,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,160.0,5
2460,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,153.85,5
2461,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,153.85,5
2462,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,137.85,5
2463,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,132.55,5
2464,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,132.55,5
2465,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,132.55,5
2466,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,550.0,6
2467,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,550.0,6
2468,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,550.0,6
2469,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,550.0,6
2470,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,550.0,6
2471,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,550.0,6
2472,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,550.0,6
2473,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,550.0,6
2474,3,T20,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,280.0,6
2475,3,T20,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,270.0,6
2476,3,T20,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,250.0,6
2477,3,T20,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,250.0,6
2478,3,T20,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,250.0,6
2479,3,T20,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,250.0,6
2480,3,T20,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,250.0,6
2481,3,T20,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[20.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,32,16]","[540,590,590]","[2,1,2]","[30,84,30]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,250.0,6
2482,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.05,2
2483,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.06,2
2484,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.07,2
2485,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.096,2
2486,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.116,2
2487,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.116,2
2488,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.139,2
2489,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.154,2
2490,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.169,2
2491,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.193,2
2492,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.039,2
2493,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.058,2
2494,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.074,2
2495,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.093,2
2496,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.115,2
2497,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.12,2
2498,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.132,2
2499,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.161,2
2500,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.187,2
2501,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.199,2
2502,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.085,4
2503,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.1,4
2504,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.15,4
2505,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.175,4
2506,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.225,4
2507,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.25,4
2508,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.275,4
2509,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.3,4
2510,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.3,4
2511,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.375,4
2512,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.06,4
2513,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.1,4
2514,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.125,4
2515,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.15,4
2516,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
2517,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.225,4
2518,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.25,4
2519,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.325,4
2520,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.375,4
2521,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.425,4
2522,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,252.15,5
2523,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,131.2,5
2524,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,126.7,5
2525,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,119.25,5
2526,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,112.2,5
2527,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,112.2,5
2528,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,108.7,5
2529,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,108.7,5
2530,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,108.7,5
2531,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,100.3,5
2532,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,152.25,5
2533,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,126.7,5
2534,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,122.75,5
2535,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,111.8,5
2536,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,108.7,5
2537,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,108.7,5
2538,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,102.8,5
2539,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,102.8,5
2540,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,102.8,5
2541,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,97.5,5
2542,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,750.0,6
2543,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,230.0,6
2544,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,230.0,6
2545,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,200.0,6
2546,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,200.0,6
2547,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,200.0,6
2548,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,200.0,6
2549,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,200.0,6
2550,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,200.0,6
2551,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,180.0,6
2552,3,T21,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,300.0,6
2553,3,T21,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,200.0,6
2554,3,T21,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,200.0,6
2555,3,T21,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,200.0,6
2556,3,T21,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,200.0,6
2557,3,T21,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,200.0,6
2558,3,T21,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,200.0,6
2559,3,T21,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,200.0,6
2560,3,T21,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,200.0,6
2561,3,T21,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.28],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,512.9,[16],[582],[4],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,180.0,6
2562,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.048,2
2563,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.069,2
2564,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.076,2
2565,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.082,2
2566,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.108,2
2567,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.107,2
2568,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.129,2
2569,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.174,2
2570,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.198,2
2571,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.041,2
2572,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.052,2
2573,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.084,2
2574,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.095,2
2575,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.106,2
2576,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.109,2
2577,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.138,2
2578,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.181,2
2579,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.205,2
2580,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.06,4
2581,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.1,4
2582,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.115,4
2583,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.165,4
2584,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.225,4
2585,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
2586,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.25,4
2587,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.275,4
2588,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.45,4
2589,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.075,4
2590,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.085,4
2591,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.15,4
2592,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.225,4
2593,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.3,4
2594,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.35,4
2595,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.465,4
2596,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.7,4
2597,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.6,4
2598,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,273.8,5
2599,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,169.6,5
2600,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,132.8,5
2601,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,103.1,5
2602,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,100.1,5
2603,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,97.4,5
2604,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,94.95,5
2605,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,92.5,5
2606,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,90.3,5
2607,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,322.65,5
2608,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,176.6,5
2609,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,123.85,5
2610,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,102.8,5
2611,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,100.1,5
2612,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,100.1,5
2613,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,100.1,5
2614,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,97.4,5
2615,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,94.95,5
2616,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,670.0,6
2617,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,310.0,6
2618,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,310.0,6
2619,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,210.0,6
2620,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,210.0,6
2621,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,210.0,6
2622,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,210.0,6
2623,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,210.0,6
2624,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,210.0,6
2625,3,T27,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,590.0,6
2626,3,T27,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,380.0,6
2627,3,T27,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,210.0,6
2628,3,T27,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,210.0,6
2629,3,T27,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,210.0,6
2630,3,T27,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,210.0,6
2631,3,T27,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,210.0,6
2632,3,T27,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,210.0,6
2633,3,T27,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.97],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,458.0,"[16,16]","[533,583]","[4,4]","[32,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,210.0,6
2634,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.054,2
2635,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.067,2
2636,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.09,2
2637,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.104,2
2638,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.122,2
2639,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.136,2
2640,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.153,2
2641,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,0.187,2
2642,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.054,2
2643,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.075,2
2644,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.09,2
2645,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.121,2
2646,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.153,2
2647,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.158,2
2648,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.193,2
2649,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,0.237,2
2650,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.115,4
2651,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.135,4
2652,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.21,4
2653,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.265,4
2654,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.3,4
2655,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.325,4
2656,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.375,4
2657,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,0.45,4
2658,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,0.07,4
2659,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,0.115,4
2660,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,0.15,4
2661,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,0.175,4
2662,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,0.275,4
2663,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,0.3,4
2664,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,0.35,4
2665,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,0.5,4
2666,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,233.1,5
2667,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,137.85,5
2668,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,128.65,5
2669,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,124.7,5
2670,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,121.2,5
2671,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,119.15,5
2672,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,119.15,5
2673,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,115.1,5
2674,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,260.75,5
2675,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,168.25,5
2676,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,149.45,5
2677,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,149.45,5
2678,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,149.45,5
2679,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,143.2,5
2680,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,143.2,5
2681,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,143.2,5
2682,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,560.0,6
2683,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,380.0,6
2684,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,210.0,6
2685,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,210.0,6
2686,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,210.0,6
2687,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,210.0,6
2688,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,210.0,6
2689,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,200.0,6
2690,3,T29,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,29,1,0.0,0,0,0,500.0,6
2691,3,T29,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,29,1,0.0,0,0,0,380.0,6
2692,3,T29,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,29,1,0.0,0,0,0,380.0,6
2693,3,T29,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,29,1,0.0,0,0,0,380.0,6
2694,3,T29,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,29,1,0.0,0,0,0,380.0,6
2695,3,T29,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,29,1,0.0,0,0,0,250.0,6
2696,3,T29,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,29,1,0.0,0,0,0,250.0,6
2697,3,T29,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,27]","[0,0]","[0,0]",2.0,[20.8],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,475.6,[26],[579],[3],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,29,1,0.0,0,0,0,250.0,6
2698,3,T3,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,43,1,0.0,0,0,0,0.04,2
2699,3,T3,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,43,1,0.0,0,0,0,0.068,2
2700,3,T3,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,43,1,0.0,0,0,0,0.079,2
2701,3,T3,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,43,1,0.0,0,0,0,0.102,2
2702,3,T3,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,43,1,0.0,0,0,0,0.117,2
2703,3,T3,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,43,1,0.0,0,0,0,0.15,2
2704,3,T3,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,43,1,0.0,0,0,0,0.156,2
2705,3,T3,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,43,1,0.0,0,0,0,0.2,2
2706,3,T3,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,43,1,0.0,0,0,0,0.05,4
2707,3,T3,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,43,1,0.0,0,0,0,0.1,4
2708,3,T3,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,43,1,0.0,0,0,0,0.15,4
2709,3,T3,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,43,1,0.0,0,0,0,0.15,4
2710,3,T3,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,43,1,0.0,0,0,0,0.17,4
2711,3,T3,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,43,1,0.0,0,0,0,0.23,4
2712,3,T3,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,43,1,0.0,0,0,0,0.25,4
2713,3,T3,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,43,1,0.0,0,0,0,0.4,4
2714,3,T3,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,43,1,0.0,0,0,0,107.1,5
2715,3,T3,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,43,1,0.0,0,0,0,107.1,5
2716,3,T3,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,43,1,0.0,0,0,0,101.1,5
2717,3,T3,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,43,1,0.0,0,0,0,95.8,5
2718,3,T3,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,43,1,0.0,0,0,0,95.8,5
2719,3,T3,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,43,1,0.0,0,0,0,95.8,5
2720,3,T3,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,43,1,0.0,0,0,0,91.0,5
2721,3,T3,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,43,1,0.0,0,0,0,95.8,5
2722,3,T3,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,43,1,0.0,0,0,0,160.0,6
2723,3,T3,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,43,1,0.0,0,0,0,160.0,6
2724,3,T3,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,43,1,0.0,0,0,0,160.0,6
2725,3,T3,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,43,1,0.0,0,0,0,160.0,6
2726,3,T3,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,43,1,0.0,0,0,0,160.0,6
2727,3,T3,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,43,1,0.0,0,0,0,160.0,6
2728,3,T3,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,43,1,0.0,0,0,0,160.0,6
2729,3,T3,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,41]","[0,0]","[0,0]",2.0,[20.21],"[2,200x200x200,1]",[43],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,43,1,0.0,0,0,0,160.0,6
2730,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.041,2
2731,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.055,2
2732,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.066,2
2733,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.081,2
2734,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.099,2
2735,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.103,2
2736,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.119,2
2737,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.137,2
2738,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.151,2
2739,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.03,2
2740,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.072,2
2741,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.077,2
2742,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.092,2
2743,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.105,2
2744,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.117,2
2745,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.145,2
2746,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.139,2
2747,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.179,2
2748,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.203,2
2749,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.05,4
2750,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.1,4
2751,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.115,4
2752,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,4
2753,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
2754,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.225,4
2755,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.25,4
2756,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.315,4
2757,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.525,4
2758,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,0.03,4
2759,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.07,4
2760,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.1,4
2761,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.14,4
2762,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.175,4
2763,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
2764,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.225,4
2765,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.24,4
2766,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.285,4
2767,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.35,4
2768,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,154.3,5
2769,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,126.2,5
2770,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,119.85,5
2771,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,115.9,5
2772,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,115.9,5
2773,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,106.45,5
2774,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,100.5,5
2775,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,98.0,5
2776,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,93.25,5
2777,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,374.0,5
2778,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,141.65,5
2779,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,123.35,5
2780,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,119.4,5
2781,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,109.25,5
2782,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,109.25,5
2783,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,103.3,5
2784,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,93.25,5
2785,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,91.15,5
2786,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,91.15,5
2787,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,290.0,6
2788,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,290.0,6
2789,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,290.0,6
2790,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,290.0,6
2791,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,290.0,6
2792,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,290.0,6
2793,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,230.0,6
2794,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,230.0,6
2795,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,230.0,6
2796,3,T39,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,49.05,28,1,0.0,0,0,0,660.0,6
2797,3,T39,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,290.0,6
2798,3,T39,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,290.0,6
2799,3,T39,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,290.0,6
2800,3,T39,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,230.0,6
2801,3,T39,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,230.0,6
2802,3,T39,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,230.0,6
2803,3,T39,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,230.0,6
2804,3,T39,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,230.0,6
2805,3,T39,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.48],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[532,582]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,230.0,6
2806,3,T4,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,37,1,0.0,0,0,0,0.047,2
2807,3,T4,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,37,1,0.0,0,0,0,0.067,2
2808,3,T4,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,37,1,0.0,0,0,0,0.068,2
2809,3,T4,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,37,1,0.0,0,0,0,0.089,2
2810,3,T4,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,37,1,0.0,0,0,0,0.119,2
2811,3,T4,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,392.4,37,1,0.0,0,0,0,0.127,2
2812,3,T4,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,37,1,0.0,0,0,0,0.101,2
2813,3,T4,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,37,1,0.0,0,0,0,0.115,2
2814,3,T4,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,37,1,0.0,0,0,0,0.133,2
2815,3,T4,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,588.6,37,1,0.0,0,0,0,0.17,2
2816,3,T4,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,37,1,0.0,0,0,0,0.05,4
2817,3,T4,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,37,1,0.0,0,0,0,0.15,4
2818,3,T4,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,37,1,0.0,0,0,0,0.1,4
2819,3,T4,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,37,1,0.0,0,0,0,0.17,4
2820,3,T4,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,37,1,0.0,0,0,0,0.2,4
2821,3,T4,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,392.4,37,1,0.0,0,0,0,0.2,4
2822,3,T4,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,37,1,0.0,0,0,0,0.17,4
2823,3,T4,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,37,1,0.0,0,0,0,0.2,4
2824,3,T4,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,37,1,0.0,0,0,0,0.25,4
2825,3,T4,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,588.6,37,1,0.0,0,0,0,0.4,4
2826,3,T4,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,37,1,0.0,0,0,0,346.0,5
2827,3,T4,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,37,1,0.0,0,0,0,121.3,5
2828,3,T4,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,37,1,0.0,0,0,0,114.1,5
2829,3,T4,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,37,1,0.0,0,0,0,114.1,5
2830,3,T4,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,37,1,0.0,0,0,0,102.1,5
2831,3,T4,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,392.4,37,1,0.0,0,0,0,102.1,5
2832,3,T4,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,37,1,0.0,0,0,0,92.4,5
2833,3,T4,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,37,1,0.0,0,0,0,92.4,5
2834,3,T4,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,37,1,0.0,0,0,0,92.4,5
2835,3,T4,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,588.6,37,1,0.0,0,0,0,92.4,5
2836,3,T4,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,37,1,0.0,0,0,0,650.0,6
2837,3,T4,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,37,1,0.0,0,0,0,180.0,6
2838,3,T4,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,37,1,0.0,0,0,0,170.0,6
2839,3,T4,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,37,1,0.0,0,0,0,170.0,6
2840,3,T4,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,37,1,0.0,0,0,0,170.0,6
2841,3,T4,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,392.4,37,1,0.0,0,0,0,170.0,6
2842,3,T4,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,37,1,0.0,0,0,0,170.0,6
2843,3,T4,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,37,1,0.0,0,0,0,170.0,6
2844,3,T4,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,37,1,0.0,0,0,0,170.0,6
2845,3,T4,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,35]","[0,0]","[0,0]",2.0,[50.52],"[2,200x200x200,1]",[37],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,588.6,37,1,0.0,0,0,0,170.0,6
2846,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.05,2
2847,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.049,2
2848,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.051,2
2849,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.062,2
2850,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.078,2
2851,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.09,2
2852,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.107,2
2853,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.118,2
2854,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.133,2
2855,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.157,2
2856,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.04,2
2857,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.048,2
2858,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.055,2
2859,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.068,2
2860,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.085,2
2861,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.098,2
2862,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.109,2
2863,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.14,2
2864,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.169,2
2865,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.211,2
2866,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.05,4
2867,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.1,4
2868,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.1,4
2869,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.15,4
2870,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.17,4
2871,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
2872,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.25,4
2873,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.3,4
2874,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.3,4
2875,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.3,4
2876,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.05,4
2877,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.07,4
2878,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.1,4
2879,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.1,4
2880,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.13,4
2881,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,0.17,4
2882,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.2,4
2883,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.2,4
2884,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,0.25,4
2885,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,0.33,4
2886,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,240.0,5
2887,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,122.5,5
2888,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,108.9,5
2889,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,93.3,5
2890,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,93.3,5
2891,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,93.3,5
2892,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,85.2,5
2893,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,78.4,5
2894,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,75.4,5
2895,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,75.4,5
2896,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,240.0,5
2897,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,130.7,5
2898,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,103.2,5
2899,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,85.2,5
2900,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,85.2,5
2901,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,85.2,5
2902,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,85.2,5
2903,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,85.2,5
2904,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,78.4,5
2905,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,78.4,5
2906,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,240.0,6
2907,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,180.0,6
2908,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,180.0,6
2909,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,170.0,6
2910,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
2911,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
2912,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,170.0,6
2913,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,140.0,6
2914,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,140.0,6
2915,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,140.0,6
2916,3,T7,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,240.0,6
2917,3,T7,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,180.0,6
2918,3,T7,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,180.0,6
2919,3,T7,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,170.0,6
2920,3,T7,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
2921,3,T7,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,14,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
2922,3,T7,7,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,170.0,6
2923,3,T7,8,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,170.0,6
2924,3,T7,9,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,441.45,28,1,0.0,0,0,0,140.0,6
2925,3,T7,10,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[15.01],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,568.8,[32],[569],[2],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,2,0.0,1,0.0,0.0,490.5,28,1,0.0,0,0,0,140.0,6
2926,3,T9,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.038,2
2927,3,T9,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.047,2
2928,3,T9,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.053,2
2929,3,T9,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.061,2
2930,3,T9,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.07,2
2931,3,T9,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,6,0.0,0.0,294.3,28,1,0.0,0,0,0,0.079,2
2932,3,T9,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,0.07,4
2933,3,T9,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,0.07,4
2934,3,T9,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,0.1,4
2935,3,T9,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,4
2936,3,T9,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.15,4
2937,3,T9,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,6,0.0,0.0,294.3,28,1,0.0,0,0,0,0.17,4
2938,3,T9,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,132.7,5
2939,3,T9,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,110.6,5
2940,3,T9,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,82.9,5
2941,3,T9,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,79.6,5
2942,3,T9,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,79.6,5
2943,3,T9,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,6,0.0,0.0,294.3,28,1,0.0,0,0,0,79.6,5
2944,3,T9,1,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,98.1,28,1,0.0,0,0,0,260.0,6
2945,3,T9,2,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,147.15,28,1,0.0,0,0,0,170.0,6
2946,3,T9,3,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,196.2,28,1,0.0,0,0,0,170.0,6
2947,3,T9,4,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,170.0,6
2948,3,T9,5,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
2949,3,T9,6,0,Heft 160 - Versuche mit Betonformstählen (Teil II),1963,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4500.0,4000.0,2000.0,2000.0,625.0,"[600 if 0<z<125,200 if 125<z<625]","[1,3]","[2,26]","[0,0]","[0,0]",2.0,[14.03],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,532.5,"[16,16]","[542,592]","[4,4]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,2,3,1,0.0,6,0.0,0.0,294.3,28,1,0.0,0,0,0,170.0,6
2950,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,29,1,0.0,0,0,0,0.067,2
2951,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,29,1,0.0,0,0,0,0.126,2
2952,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,29,1,0.0,0,0,0,0.151,2
2953,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,29,1,0.0,0,0,0,0.174,2
2954,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,29,1,0.0,0,0,0,0.183,2
2955,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,29,1,0.0,0,0,0,0.229,2
2956,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,29,1,0.0,0,0,0,0.245,2
2957,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,29,1,0.0,0,0,0,0.311,2
2958,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,29,1,0.0,0,0,0,0.114,4
2959,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,29,1,0.0,0,0,0,0.224,4
2960,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,29,1,0.0,0,0,0,0.31,4
2961,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,29,1,0.0,0,0,0,0.366,4
2962,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,29,1,0.0,0,0,0,0.36,4
2963,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,29,1,0.0,0,0,0,0.456,4
2964,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,29,1,0.0,0,0,0,0.57,4
2965,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,29,1,0.0,0,0,0,0.69,4
2966,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,29,1,0.0,0,0,0,354.64,5
2967,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,29,1,0.0,0,0,0,240.18,5
2968,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,29,1,0.0,0,0,0,194.66,5
2969,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,29,1,0.0,0,0,0,190.48,5
2970,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,29,1,0.0,0,0,0,184.06,5
2971,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,29,1,0.0,0,0,0,184.06,5
2972,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,29,1,0.0,0,0,0,159.26,5
2973,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,29,1,0.0,0,0,0,152.12,5
2974,4,PL 15/201,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,29,1,0.0,0,0,0,530.0,6
2975,4,PL 15/201,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,29,1,0.0,0,0,0,320.0,6
2976,4,PL 15/201,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,29,1,0.0,0,0,0,320.0,6
2977,4,PL 15/201,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,29,1,0.0,0,0,0,320.0,6
2978,4,PL 15/201,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,29,1,0.0,0,0,0,320.0,6
2979,4,PL 15/201,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,29,1,0.0,0,0,0,320.0,6
2980,4,PL 15/201,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,29,1,0.0,0,0,0,320.0,6
2981,4,PL 15/201,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,508.2,[12],[126],[5],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,29,1,0.0,0,0,0,320.0,6
2982,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,28,1,0.0,0,0,0,0.085,2
2983,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,28,1,0.0,0,0,0,0.094,2
2984,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,28,1,0.0,0,0,0,0.121,2
2985,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,28,1,0.0,0,0,0,0.15,2
2986,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,28,1,0.0,0,0,0,0.194,2
2987,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,28,1,0.0,0,0,0,0.234,2
2988,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,28,1,0.0,0,0,0,0.272,2
2989,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,28,1,0.0,0,0,0,0.141,4
2990,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,28,1,0.0,0,0,0,0.173,4
2991,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,28,1,0.0,0,0,0,0.219,4
2992,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,28,1,0.0,0,0,0,0.289,4
2993,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,28,1,0.0,0,0,0,0.367,4
2994,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,28,1,0.0,0,0,0,0.436,4
2995,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,28,1,0.0,0,0,0,0.524,4
2996,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,28,1,0.0,0,0,0,233.743,5
2997,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,28,1,0.0,0,0,0,193.586,5
2998,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,28,1,0.0,0,0,0,166.371,5
2999,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,28,1,0.0,0,0,0,139.086,5
3000,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,28,1,0.0,0,0,0,153.314,5
3001,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,28,1,0.0,0,0,0,132.471,5
3002,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,28,1,0.0,0,0,0,128.029,5
3003,4,PL 15/206,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,28,1,0.0,0,0,0,600.0,6
3004,4,PL 15/206,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,28,1,0.0,0,0,0,370.0,6
3005,4,PL 15/206,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,28,1,0.0,0,0,0,300.0,6
3006,4,PL 15/206,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,28,1,0.0,0,0,0,300.0,6
3007,4,PL 15/206,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,28,1,0.0,0,0,0,430.0,6
3008,4,PL 15/206,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,28,1,0.0,0,0,0,300.0,6
3009,4,PL 15/206,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.09],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,1,493.4,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,28,1,0.0,0,0,0,300.0,6
3010,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,28,1,0.0,0,0,0,0.046,2
3011,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,28,1,0.0,0,0,0,0.089,2
3012,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,28,1,0.0,0,0,0,0.114,2
3013,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,28,1,0.0,0,0,0,0.138,2
3014,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,28,1,0.0,0,0,0,0.164,2
3015,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,28,1,0.0,0,0,0,0.196,2
3016,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,28,1,0.0,0,0,0,0.225,2
3017,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,28,1,0.0,0,0,0,0.329,2
3018,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,28,1,0.0,0,0,0,0.056,4
3019,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,28,1,0.0,0,0,0,0.181,4
3020,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,28,1,0.0,0,0,0,0.221,4
3021,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,28,1,0.0,0,0,0,0.287,4
3022,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,28,1,0.0,0,0,0,0.364,4
3023,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,28,1,0.0,0,0,0,0.421,4
3024,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,28,1,0.0,0,0,0,0.471,4
3025,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,28,1,0.0,0,0,0,0.689,4
3026,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,28,1,0.0,0,0,0,150.0,5
3027,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,28,1,0.0,0,0,0,187.757,5
3028,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,28,1,0.0,0,0,0,207.543,5
3029,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,28,1,0.0,0,0,0,181.286,5
3030,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,28,1,0.0,0,0,0,160.371,5
3031,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,28,1,0.0,0,0,0,152.514,5
3032,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,28,1,0.0,0,0,0,148.957,5
3033,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,28,1,0.0,0,0,0,148.957,5
3034,4,PL 15/208,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,28,1,0.0,0,0,0,150.0,6
3035,4,PL 15/208,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,28,1,0.0,0,0,0,510.0,6
3036,4,PL 15/208,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,28,1,0.0,0,0,0,520.0,6
3037,4,PL 15/208,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,28,1,0.0,0,0,0,520.0,6
3038,4,PL 15/208,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,28,1,0.0,0,0,0,440.0,6
3039,4,PL 15/208,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,28,1,0.0,0,0,0,440.0,6
3040,4,PL 15/208,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,28,1,0.0,0,0,0,370.0,6
3041,4,PL 15/208,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,26]","[0,0]","[0,0]",2.0,[16.19],"[2,200x200x200,1]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,463.0,[8],[131],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,28,1,0.0,0,0,0,370.0,6
3042,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,31,1,0.0,0,0,0,0.077,2
3043,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,31,1,0.0,0,0,0,0.11,2
3044,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.2,31,1,0.0,0,0,0,0.126,2
3045,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,31,1,0.0,0,0,0,0.142,2
3046,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,31,1,0.0,0,0,0,0.163,2
3047,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,31,1,0.0,0,0,0,0.184,2
3048,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,31,1,0.0,0,0,0,0.257,2
3049,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,31,1,0.0,0,0,0,0.136,4
3050,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,31,1,0.0,0,0,0,0.204,4
3051,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.2,31,1,0.0,0,0,0,0.224,4
3052,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,31,1,0.0,0,0,0,0.272,4
3053,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,31,1,0.0,0,0,0,0.354,4
3054,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,31,1,0.0,0,0,0,0.38,4
3055,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,31,1,0.0,0,0,0,0.83,4
3056,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,31,1,0.0,0,0,0,145.96,5
3057,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,31,1,0.0,0,0,0,132.56,5
3058,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.2,31,1,0.0,0,0,0,128.04,5
3059,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,31,1,0.0,0,0,0,128.04,5
3060,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,31,1,0.0,0,0,0,112.62,5
3061,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,31,1,0.0,0,0,0,110.92,5
3062,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,31,1,0.0,0,0,0,104.98,5
3063,4,PL 15/210,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,31,1,0.0,0,0,0,300.0,6
3064,4,PL 15/210,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,31,1,0.0,0,0,0,300.0,6
3065,4,PL 15/210,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.2,31,1,0.0,0,0,0,300.0,6
3066,4,PL 15/210,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,31,1,0.0,0,0,0,300.0,6
3067,4,PL 15/210,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,31,1,0.0,0,0,0,250.0,6
3068,4,PL 15/210,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,31,1,0.0,0,0,0,250.0,6
3069,4,PL 15/210,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,150.0,950,"[1,3]","[2,29]","[0,0]","[0,0]",2.0,[17.56],"[2,200x200x200,1]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,514.0,[10],[130],[5],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,31,1,0.0,0,0,0,250.0,6
3070,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,27,1,0.0,0,0,0,0.061,2
3071,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,27,1,0.0,0,0,0,0.095,2
3072,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.2,27,1,0.0,0,0,0,0.103,2
3073,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,27,1,0.0,0,0,0,0.116,2
3074,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,27,1,0.0,0,0,0,0.135,2
3075,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,27,1,0.0,0,0,0,0.197,2
3076,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,27,1,0.0,0,0,0,0.096,4
3077,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,27,1,0.0,0,0,0,0.15,4
3078,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.2,27,1,0.0,0,0,0,0.159,4
3079,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,27,1,0.0,0,0,0,0.186,4
3080,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,27,1,0.0,0,0,0,0.227,4
3081,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,27,1,0.0,0,0,0,0.397,4
3082,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,27,1,0.0,0,0,0,143.114,5
3083,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,27,1,0.0,0,0,0,127.757,5
3084,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.2,27,1,0.0,0,0,0,126.557,5
3085,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,27,1,0.0,0,0,0,122.1,5
3086,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,27,1,0.0,0,0,0,120.7,5
3087,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,27,1,0.0,0,0,0,116.7,5
3088,4,PL 15/221,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,27,1,0.0,0,0,0,280.0,6
3089,4,PL 15/221,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,27,1,0.0,0,0,0,280.0,6
3090,4,PL 15/221,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,294.2,27,1,0.0,0,0,0,280.0,6
3091,4,PL 15/221,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,27,1,0.0,0,0,0,280.0,6
3092,4,PL 15/221,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,27,1,0.0,0,0,0,280.0,6
3093,4,PL 15/221,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4220.0,4060.0,1600.0,1600.0,150.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[13.93],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,460.4,[8],[130],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,490.3,27,1,0.0,0,0,0,280.0,6
3094,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,26.9,26,1,0.0,0,0,0,0.02,2
3095,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,88.5,26,1,0.0,0,0,0,0.039,2
3096,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,176.7,26,1,0.0,0,0,0,0.055,2
3097,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,220.8,26,1,0.0,0,0,0,0.069,2
3098,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,220.8,26,1,0.0,0,0,0,0.062,2
3099,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,265.0,26,1,0.0,0,0,0,0.081,2
3100,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,353.2,26,1,0.0,0,0,0,0.132,2
3101,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.5,26,1,0.0,0,0,0,0.185,2
3102,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,26.9,26,1,0.0,0,0,0,0.041,4
3103,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,88.5,26,1,0.0,0,0,0,0.056,4
3104,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,176.7,26,1,0.0,0,0,0,0.096,4
3105,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,220.8,26,1,0.0,0,0,0,0.117,4
3106,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,220.8,26,1,0.0,0,0,0,0.104,4
3107,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,265.0,26,1,0.0,0,0,0,0.13,4
3108,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,353.2,26,1,0.0,0,0,0,0.204,4
3109,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.5,26,1,0.0,0,0,0,0.284,4
3110,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,26.9,26,1,0.0,0,0,0,201.957,5
3111,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,88.5,26,1,0.0,0,0,0,128.029,5
3112,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,176.7,26,1,0.0,0,0,0,125.1,5
3113,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,220.8,26,1,0.0,0,0,0,123.314,5
3114,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,220.8,26,1,0.0,0,0,0,119.114,5
3115,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,265.0,26,1,0.0,0,0,0,117.957,5
3116,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,353.2,26,1,0.0,0,0,0,105.457,5
3117,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.5,26,1,0.0,0,0,0,99.357,5
3118,4,PL 15/239,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,26.9,26,1,0.0,0,0,0,730.0,6
3119,4,PL 15/239,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,88.5,26,1,0.0,0,0,0,310.0,6
3120,4,PL 15/239,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,176.7,26,1,0.0,0,0,0,310.0,6
3121,4,PL 15/239,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,220.8,26,1,0.0,0,0,0,250.0,6
3122,4,PL 15/239,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,220.8,26,1,0.0,0,0,0,200.0,6
3123,4,PL 15/239,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,265.0,26,1,0.0,0,0,0,190.0,6
3124,4,PL 15/239,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,353.2,26,1,0.0,0,0,0,190.0,6
3125,4,PL 15/239,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4100.0,4000.0,1600.0,1600.0,151.0,950,"[1,3]","[2,24]","[0,0]","[0,0]",2.0,[17.66],"[2,200x200x200,1]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,378.2,[8],[130.5],[7],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.5,26,1,0.0,0,0,0,190.0,6
3126,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,127.5,25,1,0.0,0,0,0,0.039,2
3127,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,25,1,0.0,0,0,0,0.047,2
3128,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,25,1,0.0,0,0,0,0.088,2
3129,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,25,1,0.0,0,0,0,0.115,2
3130,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,25,1,0.0,0,0,0,0.134,2
3131,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,25,1,0.0,0,0,0,0.156,2
3132,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,25,1,0.0,0,0,0,0.178,2
3133,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,25,1,0.0,0,0,0,0.218,2
3134,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,25,1,0.0,0,0,0,0.267,2
3135,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,127.5,25,1,0.0,0,0,0,0.054,4
3136,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,25,1,0.0,0,0,0,0.076,4
3137,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,25,1,0.0,0,0,0,0.15,4
3138,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,25,1,0.0,0,0,0,0.196,4
3139,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,25,1,0.0,0,0,0,0.224,4
3140,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,25,1,0.0,0,0,0,0.27,4
3141,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,25,1,0.0,0,0,0,0.306,4
3142,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,25,1,0.0,0,0,0,0.406,4
3143,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,25,1,0.0,0,0,0,0.5,4
3144,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,127.5,25,1,0.0,0,0,0,443.66,5
3145,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,25,1,0.0,0,0,0,238.34,5
3146,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,25,1,0.0,0,0,0,172.16,5
3147,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,25,1,0.0,0,0,0,142.58,5
3148,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,25,1,0.0,0,0,0,140.52,5
3149,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,25,1,0.0,0,0,0,140.52,5
3150,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,25,1,0.0,0,0,0,128.98,5
3151,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,25,1,0.0,0,0,0,116.1,5
3152,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,25,1,0.0,0,0,0,108.32,5
3153,4,PL 15/255,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,127.5,25,1,0.0,0,0,0,710.0,6
3154,4,PL 15/255,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,25,1,0.0,0,0,0,470.0,6
3155,4,PL 15/255,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,25,1,0.0,0,0,0,270.0,6
3156,4,PL 15/255,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,25,1,0.0,0,0,0,250.0,6
3157,4,PL 15/255,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,25,1,0.0,0,0,0,250.0,6
3158,4,PL 15/255,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,25,1,0.0,0,0,0,250.0,6
3159,4,PL 15/255,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,25,1,0.0,0,0,0,240.0,6
3160,4,PL 15/255,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,25,1,0.0,0,0,0,240.0,6
3161,4,PL 15/255,9,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4150.0,4000.0,1600.0,1600.0,152.0,950,"[1,3]","[2,23]","[0,0]","[0,0]",2.0,[11.77],"[2,200x200x200,1]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,490.5,[12],[130],[5],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,441.3,25,1,0.0,0,0,0,240.0,6
3162,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,29,1,0.0,0,0,0,0.062,2
3163,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,29,1,0.0,0,0,0,0.126,2
3164,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,29,1,0.0,0,0,0,0.163,2
3165,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,29,1,0.0,0,0,0,0.188,2
3166,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,29,1,0.0,0,0,0,0.247,2
3167,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,29,1,0.0,0,0,0,0.295,2
3168,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,29,1,0.0,0,0,0,0.072,4
3169,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,29,1,0.0,0,0,0,0.16,4
3170,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,29,1,0.0,0,0,0,0.256,4
3171,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,29,1,0.0,0,0,0,0.28,4
3172,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,29,1,0.0,0,0,0,0.36,4
3173,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,29,1,0.0,0,0,0,0.45,4
3174,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,29,1,0.0,0,0,0,500.0,5
3175,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,29,1,0.0,0,0,0,250.0,5
3176,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,29,1,0.0,0,0,0,209.86,5
3177,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,29,1,0.0,0,0,0,209.86,5
3178,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,29,1,0.0,0,0,0,204.22,5
3179,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,29,1,0.0,0,0,0,209.74,5
3180,4,PL 30/204,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,29,1,0.0,0,0,0,640.0,6
3181,4,PL 30/204,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,29,1,0.0,0,0,0,320.0,6
3182,4,PL 30/204,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,29,1,0.0,0,0,0,320.0,6
3183,4,PL 30/204,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,29,1,0.0,0,0,0,320.0,6
3184,4,PL 30/204,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,29,1,0.0,0,0,0,320.0,6
3185,4,PL 30/204,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4145.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,27]","[0,0]","[0,0]",2.0,[17.07],"[2,200x200x200,1]",[29],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,448.3,[16],[276],[5],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,29,1,0.0,0,0,0,320.0,6
3186,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.4,27,1,0.0,0,0,0,0.057,2
3187,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.5,27,1,0.0,0,0,0,0.091,2
3188,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.7,27,1,0.0,0,0,0,0.122,2
3189,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.7,27,1,0.0,0,0,0,0.126,2
3190,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.8,27,1,0.0,0,0,0,0.153,2
3191,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.9,27,1,0.0,0,0,0,0.183,2
3192,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,383.1,27,1,0.0,0,0,0,0.199,2
3193,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.4,27,1,0.0,0,0,0,0.094,4
3194,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.5,27,1,0.0,0,0,0,0.172,4
3195,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.7,27,1,0.0,0,0,0,0.254,4
3196,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.7,27,1,0.0,0,0,0,0.21,4
3197,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.8,27,1,0.0,0,0,0,0.25,4
3198,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.9,27,1,0.0,0,0,0,0.31,4
3199,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,383.1,27,1,0.0,0,0,0,0.37,4
3200,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.4,27,1,0.0,0,0,0,220.38,5
3201,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.5,27,1,0.0,0,0,0,165.28,5
3202,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.7,27,1,0.0,0,0,0,165.28,5
3203,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.7,27,1,0.0,0,0,0,165.14,5
3204,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.8,27,1,0.0,0,0,0,165.14,5
3205,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.9,27,1,0.0,0,0,0,161.48,5
3206,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,383.1,27,1,0.0,0,0,0,157.68,5
3207,4,PL 30/240,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.4,27,1,0.0,0,0,0,480.0,6
3208,4,PL 30/240,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.5,27,1,0.0,0,0,0,300.0,6
3209,4,PL 30/240,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.7,27,1,0.0,0,0,0,300.0,6
3210,4,PL 30/240,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.7,27,1,0.0,0,0,0,300.0,6
3211,4,PL 30/240,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.8,27,1,0.0,0,0,0,300.0,6
3212,4,PL 30/240,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.9,27,1,0.0,0,0,0,300.0,6
3213,4,PL 30/240,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4160.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,25]","[0,0]","[0,0]",2.0,[14.72],"[2,200x200x200,1]",[27],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,489.8,[16],[275.4],[5],[67],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,383.1,27,1,0.0,0,0,0,300.0,6
3214,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,127.5,36,1,0.0,0,0,0,0.058,2
3215,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,36,1,0.0,0,0,0,0.086,2
3216,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,36,1,0.0,0,0,0,0.147,2
3217,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,36,1,0.0,0,0,0,0.156,2
3218,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,36,1,0.0,0,0,0,0.169,2
3219,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,36,1,0.0,0,0,0,0.207,2
3220,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,36,1,0.0,0,0,0,0.22,2
3221,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,36,1,0.0,0,0,0,0.27,2
3222,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,127.5,36,1,0.0,0,0,0,0.088,4
3223,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,36,1,0.0,0,0,0,0.11,4
3224,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,36,1,0.0,0,0,0,0.216,4
3225,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,36,1,0.0,0,0,0,0.274,4
3226,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,36,1,0.0,0,0,0,0.304,4
3227,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,36,1,0.0,0,0,0,0.3,4
3228,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,36,1,0.0,0,0,0,0.384,4
3229,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,36,1,0.0,0,0,0,0.432,4
3230,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,127.5,36,1,0.0,0,0,0,325.0,5
3231,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,36,1,0.0,0,0,0,325.0,5
3232,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,36,1,0.0,0,0,0,260.0,5
3233,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,36,1,0.0,0,0,0,176.42,5
3234,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,36,1,0.0,0,0,0,170.44,5
3235,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,36,1,0.0,0,0,0,170.44,5
3236,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,36,1,0.0,0,0,0,163.02,5
3237,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,36,1,0.0,0,0,0,158.96,5
3238,4,PL 30/256,1,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,127.5,36,1,0.0,0,0,0,340.0,6
3239,4,PL 30/256,2,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,147.1,36,1,0.0,0,0,0,340.0,6
3240,4,PL 30/256,3,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,196.1,36,1,0.0,0,0,0,340.0,6
3241,4,PL 30/256,4,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,245.2,36,1,0.0,0,0,0,320.0,6
3242,4,PL 30/256,5,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,14,0.0,0.0,245.2,36,1,0.0,0,0,0,320.0,6
3243,4,PL 30/256,6,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,294.2,36,1,0.0,0,0,0,320.0,6
3244,4,PL 30/256,7,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,343.2,36,1,0.0,0,0,0,320.0,6
3245,4,PL 30/256,8,0,"Hubert Rüsch, Gallus Rehm",1965,None,Germany,Deutscher Ausschuss für Stahlbeton,0,"Hubert Rüsch, Gallus Rehm",4200.0,4000.0,1600.0,1600.0,300.0,950,"[1,3]","[2,34]","[0,0]","[0,0]",2.0,[12.26],"[2,200x200x200,1]",[36],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,15,0,0,0]",0.0,2,476.8,[16],[275],[5],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,4,1,3,2,0.0,1,0.0,0.0,392.3,36,1,0.0,0,0,0,320.0,6
3246,5,T-C1-3,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,76.19999999999999,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,218.6,0,1,0.0,0,0,0,0.076,2
3247,5,T-C1-3,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,76.19999999999999,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,349.6,0,1,0.0,0,0,0,0.102,2
3248,5,T-C1-3,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,76.19999999999999,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,480.6,0,1,0.0,0,0,0,0.178,2
3249,5,T-C1-5,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,76.19999999999999,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,218.6,0,1,0.0,0,0,0,0.076,2
3250,5,T-C1-5,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,76.19999999999999,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,349.6,0,1,0.0,0,0,0,0.102,2
3251,5,T-C1-5,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,76.19999999999999,2*(1451.61-(z-38.1)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[38.1],[1],[25.4],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,480.6,0,1,0.0,0,0,0,0.152,2
3252,5,T-C2-3,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,152.39999999999998,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,218.6,0,1,0.0,0,0,0,0.229,2
3253,5,T-C2-3,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,152.39999999999998,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,349.6,0,1,0.0,0,0,0,0.356,2
3254,5,T-C2-3,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,152.39999999999998,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[23.79],"[1,152.4x304.8,1]",[0],[3.35],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,480.6,0,1,0.0,0,0,0,0.559,2
3255,5,T-C2-5,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,152.39999999999998,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,218.6,0,1,0.0,0,0,0,0.178,2
3256,5,T-C2-5,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,152.39999999999998,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,349.6,0,1,0.0,0,0,0,0.33,2
3257,5,T-C2-5,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,152.39999999999998,2*(5806.44-(z-76.2)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[76.2],[1],[63.5],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,480.6,0,1,0.0,0,0,0,0.432,2
3258,5,T-C3-1,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,304.79999999999995,2*(23225.76-(z-152.4)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[31.44],"[1,152.4x304.8,1]",[0],[1.91],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[152.4],[1],[139.7],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,218.6,0,1,0.0,0,0,0,0.533,2
3259,5,T-C3-1,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,304.79999999999995,2*(23225.76-(z-152.4)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[31.44],"[1,152.4x304.8,1]",[0],[1.91],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[152.4],[1],[139.7],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,349.6,0,1,0.0,0,0,0,0.686,2
3260,5,T-C3-1,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,304.79999999999995,2*(23225.76-(z-152.4)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[31.44],"[1,152.4x304.8,1]",[0],[1.91],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[152.4],[1],[139.7],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,480.6,0,1,0.0,0,0,0,0.61,2
3261,5,T-C3-2,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,304.79999999999995,2*(23225.76-(z-152.4)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[29.17],"[1,152.4x304.8,1]",[0],[1.62],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[152.4],[1],[139.7],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,480.6,0,1,0.0,0,0,0,0.813,2
3262,5,T-C3-4,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,304.79999999999995,2*(23225.76-(z-152.4)**2)**(1/2),"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[57.02],"[1,152.4x304.8,1]",[0],[1.66],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[152.4],[1],[139.7],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,480.6,0,1,0.0,0,0,0,1.041,2
3263,5,T-RC2-2,1,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,205.73999999999998,88.89999999999999,"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[30.2],"[1,152.4x304.8,1]",[0],[1.43],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[102.87],[1],[31.75],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,218.6,0,1,0.0,0,0,0,0.254,2
3264,5,T-RC2-2,2,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,205.73999999999998,88.89999999999999,"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[30.2],"[1,152.4x304.8,1]",[0],[1.43],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[102.87],[1],[31.75],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,349.6,0,1,0.0,0,0,0,0.152,2
3265,5,T-RC2-2,3,10.14359/7742,Crack Width and Crack Spacing in Reinforced Concrete Members,1965,Journal of the American Concrete Institute,United States,Cornell University,0,Bengt B. Broms,1828.8,1828.8,0.0,0.0,205.73999999999998,88.89999999999999,"[7,6]","[28,0]","[0,0]","[0,0]",2.0,[30.2],"[1,152.4x304.8,1]",[0],[1.43],"[1,152.4x304.8,2]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",194439.0,2,646.7,[25.4],[102.87],[1],[31.75],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,480.6,0,1,0.0,0,0,0,0.254,2
3266,6,B1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.1,2
3267,6,B1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3268,6,B1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.12,2
3269,6,B1,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,87.6033,28,1,0.0,0,0,0,0.005,4
3270,6,B1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.2,4
3271,6,B1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.22,4
3272,6,B1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.26,4
3273,6,B1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.31,4
3274,6,B1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.4,4
3275,6,B1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,116.0,5
3276,6,B1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,107.0,5
3277,6,B1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,233.0,6
3278,6,B1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,205.0,6
3279,6,B1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,200.0,6
3280,6,B1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,200.0,6
3281,6,B1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.88],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,200.0,6
3282,6,B2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,90.4482,28,1,0.0,0,0,0,0.007,2
3283,6,B2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.1,2
3284,6,B2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3285,6,B2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.13,2
3286,6,B2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,90.4482,28,1,0.0,0,0,0,0.01,4
3287,6,B2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.18,4
3288,6,B2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.2,4
3289,6,B2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.23,4
3290,6,B2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.28,4
3291,6,B2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.35,4
3292,6,B2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,90.4482,28,1,0.0,0,0,0,289.0,5
3293,6,B2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,130.0,5
3294,6,B2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,124.0,5
3295,6,B2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,90.4482,28,1,0.0,0,0,0,574.0,6
3296,6,B2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,229.0,6
3297,6,B2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,229.0,6
3298,6,B2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,229.0,6
3299,6,B2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,229.0,6
3300,6,B2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.78],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,229.0,6
3301,6,B3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.1,2
3302,6,B3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,100,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,2
3303,6,B3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3304,6,B3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3305,6,B3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,2500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3306,6,B3,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,10000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3307,6,B3,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.13,2
3308,6,B3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.2,4
3309,6,B3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,100,0.0,0.0,245.25,28,1,0.0,0,0,0,0.23,4
3310,6,B3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.24,4
3311,6,B3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.24,4
3312,6,B3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,2500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.25,4
3313,6,B3,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,10000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.25,4
3314,6,B3,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.28,4
3315,6,B3,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.31,4
3316,6,B3,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.41,4
3317,6,B3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,115.0,5
3318,6,B3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,2500,0.0,0.0,245.25,28,1,0.0,0,0,0,105.0,5
3319,6,B3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,203.0,6
3320,6,B3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,100,0.0,0.0,245.25,28,1,0.0,0,0,0,203.0,6
3321,6,B3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,500,0.0,0.0,245.25,28,1,0.0,0,0,0,203.0,6
3322,6,B3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,203.0,6
3323,6,B3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,2500,0.0,0.0,245.25,28,1,0.0,0,0,0,203.0,6
3324,6,B3,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,10000,0.0,0.0,245.25,28,1,0.0,0,0,0,203.0,6
3325,6,B3,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,203.0,6
3326,6,B3,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,203.0,6
3327,6,B3,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[27.96],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,203.0,6
3328,6,B4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.53],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,2
3329,6,B4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.53],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.21,4
3330,6,B4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.53],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,144.0,5
3331,6,B4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.53],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[557],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,235.0,6
3332,6,B5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,68.8662,28,1,0.0,0,0,0,0.017,2
3333,6,B5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3334,6,B5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,100,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3335,6,B5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3336,6,B5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3337,6,B5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,2500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3338,6,B5,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,10000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3339,6,B5,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.13,2
3340,6,B5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,68.8662,28,1,0.0,0,0,0,0.03,4
3341,6,B5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.19,4
3342,6,B5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,100,0.0,0.0,245.25,28,1,0.0,0,0,0,0.21,4
3343,6,B5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.21,4
3344,6,B5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.21,4
3345,6,B5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,2500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.21,4
3346,6,B5,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,10000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.21,4
3347,6,B5,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.25,4
3348,6,B5,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.28,4
3349,6,B5,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.32,4
3350,6,B5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,68.8662,28,1,0.0,0,0,0,203.0,5
3351,6,B5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,113.0,5
3352,6,B5,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,103.0,5
3353,6,B5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,68.8662,28,1,0.0,0,0,0,843.0,6
3354,6,B5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,212.0,6
3355,6,B5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,184.0,6
3356,6,B5,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,184.0,6
3357,6,B5,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,184.0,6
3358,6,B5,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[26.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[35],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,184.0,6
3359,6,B6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3360,6,B6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,100,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,2
3361,6,B6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,2
3362,6,B6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,2
3363,6,B6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,2500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,2
3364,6,B6,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,10000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,2
3365,6,B6,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,20000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,2
3366,6,B6,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,30000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,2
3367,6,B6,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,50000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,2
3368,6,B6,11,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.17,2
3369,6,B6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.26,4
3370,6,B6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,100,0.0,0.0,245.25,28,1,0.0,0,0,0,0.28,4
3371,6,B6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.28,4
3372,6,B6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.29,4
3373,6,B6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,2500,0.0,0.0,245.25,28,1,0.0,0,0,0,0.29,4
3374,6,B6,7,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,10000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.29,4
3375,6,B6,8,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,20000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.28,4
3376,6,B6,9,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,30000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.28,4
3377,6,B6,10,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,50000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.29,4
3378,6,B6,11,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.31,4
3379,6,B6,12,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.38,4
3380,6,B6,13,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.46,4
3381,6,B6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,129.0,5
3382,6,B6,11,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,121.0,5
3383,6,B6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,225.0,6
3384,6,B6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,225.0,6
3385,6,B6,11,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,225.0,6
3386,6,B6,12,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,217.0,6
3387,6,B6,13,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[554],[4],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,217.0,6
3388,6,B7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.09,2
3389,6,B7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.08,2
3390,6,B7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.1,2
3391,6,B7,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,62.6859,28,1,0.0,0,0,0,0.001,4
3392,6,B7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,4
3393,6,B7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.17,4
3394,6,B7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.19,4
3395,6,B7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.27,4
3396,6,B7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.33,4
3397,6,B7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,93.0,5
3398,6,B7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,92.0,5
3399,6,B7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,168.0,6
3400,6,B7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,168.0,6
3401,6,B7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,168.0,6
3402,6,B7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,168.0,6
3403,6,B7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.62],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[404,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,168.0,6
3404,6,B8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,2
3405,6,B8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3406,6,B8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.15,2
3407,6,B8,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,41.7906,28,1,0.0,0,0,0,0.001,4
3408,6,B8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.21,4
3409,6,B8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.23,4
3410,6,B8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.27,4
3411,6,B8,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.32,4
3412,6,B8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,112.0,5
3413,6,B8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,92.0,5
3414,6,B8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,185.0,6
3415,6,B8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,185.0,6
3416,6,B8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,168.0,6
3417,6,B8,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,300,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,185.0,6
3418,6,P1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.05,2
3419,6,P1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.06,2
3420,6,P1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.067,2
3421,6,P1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.1,4
3422,6,P1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.1,4
3423,6,P1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.14,4
3424,6,P1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.2,4
3425,6,P1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.23,4
3426,6,P1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,69.0,5
3427,6,P1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,64.0,5
3428,6,P1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,132.0,6
3429,6,P1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,132.0,6
3430,6,P1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,119.0,6
3431,6,P1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,119.0,6
3432,6,P1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[13.83],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[8],[101],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,119.0,6
3433,6,P2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,114.777,28,1,0.0,0,0,0,0.011,2
3434,6,P2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.05,2
3435,6,P2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.06,2
3436,6,P2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.07,2
3437,6,P2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,114.777,28,1,0.0,0,0,0,0.03,4
3438,6,P2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,4
3439,6,P2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.15,4
3440,6,P2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.16,4
3441,6,P2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.2,4
3442,6,P2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.23,4
3443,6,P2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,114.777,28,1,0.0,0,0,0,74.0,5
3444,6,P2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,58.0,5
3445,6,P2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,52.0,5
3446,6,P2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,114.777,28,1,0.0,0,0,0,155.0,6
3447,6,P2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,126.0,6
3448,6,P2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,126.0,6
3449,6,P2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,126.0,6
3450,6,P2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,126.0,6
3451,6,P2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[22.46],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[99],[10],[15],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,126.0,6
3452,6,P3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,128.6091,28,1,0.0,0,0,0,0.013,2
3453,6,P3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.07,2
3454,6,P3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.09,2
3455,6,P3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.1,2
3456,6,P3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,128.6091,28,1,0.0,0,0,0,0.05,4
3457,6,P3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.17,4
3458,6,P3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.21,4
3459,6,P3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.24,4
3460,6,P3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.27,4
3461,6,P3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.34,4
3462,6,P3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,128.6091,28,1,0.0,0,0,0,151.0,5
3463,6,P3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,73.0,5
3464,6,P3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,69.0,5
3465,6,P3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,128.6091,28,1,0.0,0,0,0,306.0,6
3466,6,P3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,130.0,6
3467,6,P3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,130.0,6
3468,6,P3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,122.0,6
3469,6,P3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,122.0,6
3470,6,P3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,120.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.48],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[12],[89],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,122.0,6
3471,6,P4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.07,2
3472,6,P4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.07,2
3473,6,P4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.08,2
3474,6,P4,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,80.2458,28,1,0.0,0,0,0,0.01,4
3475,6,P4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.16,4
3476,6,P4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.18,4
3477,6,P4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.21,4
3478,6,P4,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.24,4
3479,6,P4,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.31,4
3480,6,P4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,57.0,5
3481,6,P4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,48.0,5
3482,6,P4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,137.0,6
3483,6,P4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,102.0,6
3484,6,P4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,102.0,6
3485,6,P4,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,102.0,6
3486,6,P4,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[154],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,102.0,6
3487,6,P5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.07,2
3488,6,P5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.08,2
3489,6,P5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.08,2
3490,6,P5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,84.5622,28,1,0.0,0,0,0,0.01,4
3491,6,P5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.18,4
3492,6,P5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.19,4
3493,6,P5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.22,4
3494,6,P5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.27,4
3495,6,P5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.33,4
3496,6,P5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,58.0,5
3497,6,P5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,52.0,5
3498,6,P5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,115.0,6
3499,6,P5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,115.0,6
3500,6,P5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,115.0,6
3501,6,P5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,115.0,6
3502,6,P5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,4600.0,4000.0,2000.0,2000.0,180.0,1000,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[147],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,115.0,6
3503,6,P6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.07,2
3504,6,P6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.08,2
3505,6,P6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.09,2
3506,6,P6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,4
3507,6,P6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,4
3508,6,P6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.16,4
3509,6,P6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.22,4
3510,6,P6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.3,4
3511,6,P6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,73.0,5
3512,6,P6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,65.0,5
3513,6,P6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,118.0,6
3514,6,P6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,116.0,6
3515,6,P6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,116.0,6
3516,6,P6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,116.0,6
3517,6,P6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,5600.0,5000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[14.42],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[214],[10],[18],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,116.0,6
3518,6,P7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.08,2
3519,6,P7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.09,2
3520,6,P7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.1,2
3521,6,P7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.17,4
3522,6,P7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.2,4
3523,6,P7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.22,4
3524,6,P7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.28,4
3525,6,P7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.3,4
3526,6,P7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,67.0,5
3527,6,P7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,65.0,5
3528,6,P7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,136.0,6
3529,6,P7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,136.0,6
3530,6,P7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,136.0,6
3531,6,P7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,136.0,6
3532,6,P7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,2000.0,2000.0,240.0,1500,"[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[29.23],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[22],[204],[10],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,2,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,136.0,6
3533,6,T1,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,151.074,28,1,0.0,0,0,0,0.018,2
3534,6,T1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.08,2
3535,6,T1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.1,2
3536,6,T1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.12,2
3537,6,T1,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,151.074,28,1,0.0,0,0,0,0.03,4
3538,6,T1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,4
3539,6,T1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.18,4
3540,6,T1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
3541,6,T1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.26,4
3542,6,T1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.32,4
3543,6,T1,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,151.074,28,1,0.0,0,0,0,180.0,5
3544,6,T1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,116.0,5
3545,6,T1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,114.0,5
3546,6,T1,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,151.074,28,1,0.0,0,0,0,256.0,6
3547,6,T1,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,236.0,6
3548,6,T1,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,236.0,6
3549,6,T1,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,236.0,6
3550,6,T1,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,236.0,6
3551,6,T1,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.39],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,236.0,6
3552,6,T10,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,2
3553,6,T10,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,2
3554,6,T10,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.17,2
3555,6,T10,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.28,4
3556,6,T10,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.32,4
3557,6,T10,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.37,4
3558,6,T10,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.46,4
3559,6,T10,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.62,4
3560,6,T10,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,136.0,5
3561,6,T10,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,136.0,5
3562,6,T10,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,238.0,6
3563,6,T10,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,238.0,6
3564,6,T10,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,238.0,6
3565,6,T10,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,238.0,6
3566,6,T10,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[17.76],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[549],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,238.0,6
3567,6,T11,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3568,6,T11,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,2
3569,6,T11,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.13,2
3570,6,T11,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.31,4
3571,6,T11,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.34,4
3572,6,T11,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.4,4
3573,6,T11,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.49,4
3574,6,T11,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.61,4
3575,6,T11,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,106.0,5
3576,6,T11,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,102.0,5
3577,6,T11,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,218.0,6
3578,6,T11,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,208.0,6
3579,6,T11,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,208.0,6
3580,6,T11,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,208.0,6
3581,6,T11,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.28],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[556],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,208.0,6
3582,6,T12,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3583,6,T12,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3584,6,T12,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.16,2
3585,6,T12,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.3,4
3586,6,T12,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.31,4
3587,6,T12,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.37,4
3588,6,T12,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.43,4
3589,6,T12,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.52,4
3590,6,T12,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,122.0,5
3591,6,T12,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,112.0,5
3592,6,T12,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,229.0,6
3593,6,T12,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,229.0,6
3594,6,T12,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,229.0,6
3595,6,T12,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,229.0,6
3596,6,T12,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.91],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[546],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,229.0,6
3597,6,T13,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.08,2
3598,6,T13,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.09,2
3599,6,T13,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.11,2
3600,6,T13,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.18,4
3601,6,T13,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.19,4
3602,6,T13,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.22,4
3603,6,T13,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.27,4
3604,6,T13,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.34,4
3605,6,T13,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,79.0,5
3606,6,T13,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,78.0,5
3607,6,T13,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,155.0,6
3608,6,T13,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,155.0,6
3609,6,T13,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,155.0,6
3610,6,T13,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,155.0,6
3611,6,T13,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.33],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,155.0,6
3612,6,T14,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,76.0275,28,1,0.0,0,0,0,0.014,2
3613,6,T14,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3614,6,T14,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,2
3615,6,T14,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.14,2
3616,6,T14,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,76.0275,28,1,0.0,0,0,0,0.03,4
3617,6,T14,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.25,4
3618,6,T14,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.27,4
3619,6,T14,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.31,4
3620,6,T14,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.37,4
3621,6,T14,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.45,4
3622,6,T14,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,76.0275,28,1,0.0,0,0,0,241.0,5
3623,6,T14,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,91.0,5
3624,6,T14,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,91.0,5
3625,6,T14,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,76.0275,28,1,0.0,0,0,0,356.0,6
3626,6,T14,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,179.0,6
3627,6,T14,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,179.0,6
3628,6,T14,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,179.0,6
3629,6,T14,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,179.0,6
3630,6,T14,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.25],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[22,22]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,179.0,6
3631,6,T15,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,2
3632,6,T15,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,2
3633,6,T15,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.14,2
3634,6,T15,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.27,4
3635,6,T15,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.27,4
3636,6,T15,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.32,4
3637,6,T15,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.39,4
3638,6,T15,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.52,4
3639,6,T15,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,109.0,5
3640,6,T15,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,101.0,5
3641,6,T15,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,202.0,6
3642,6,T15,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,202.0,6
3643,6,T15,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,202.0,6
3644,6,T15,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,202.0,6
3645,6,T15,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.72],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[28],[556],[4],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,202.0,6
3646,6,T16,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,49.5405,28,1,0.0,0,0,0,0.007,2
3647,6,T16,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3648,6,T16,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,2
3649,6,T16,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.14,2
3650,6,T16,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,49.5405,28,1,0.0,0,0,0,0.02,4
3651,6,T16,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.24,4
3652,6,T16,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.25,4
3653,6,T16,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.3,4
3654,6,T16,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.36,4
3655,6,T16,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.44,4
3656,6,T16,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,49.5405,28,1,0.0,0,0,0,187.0,5
3657,6,T16,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,109.0,5
3658,6,T16,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,97.0,5
3659,6,T16,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,49.5405,28,1,0.0,0,0,0,355.0,6
3660,6,T16,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,178.0,6
3661,6,T16,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,178.0,6
3662,6,T16,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,178.0,6
3663,6,T16,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,178.0,6
3664,6,T16,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,9600.0,9000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[16.58],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[28,28]","[504,556]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,178.0,6
3665,6,T2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,155.6847,28,1,0.0,0,0,0,0.057,2
3666,6,T2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.1,2
3667,6,T2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.1,2
3668,6,T2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.12,2
3669,6,T2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,155.6847,28,1,0.0,0,0,0,0.09,4
3670,6,T2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.15,4
3671,6,T2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.16,4
3672,6,T2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.22,4
3673,6,T2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.31,4
3674,6,T2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.4,4
3675,6,T2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,155.6847,28,1,0.0,0,0,0,177.0,5
3676,6,T2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,167.0,5
3677,6,T2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,144.0,5
3678,6,T2,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,155.6847,28,1,0.0,0,0,0,263.0,6
3679,6,T2,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,263.0,6
3680,6,T2,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,263.0,6
3681,6,T2,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,253.0,6
3682,6,T2,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,253.0,6
3683,6,T2,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[24.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[319,356]","[2,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,253.0,6
3684,6,T3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,123.4098,28,1,0.0,0,0,0,0.009,2
3685,6,T3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.08,2
3686,6,T3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.1,2
3687,6,T3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.13,2
3688,6,T3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,123.4098,28,1,0.0,0,0,0,0.02,4
3689,6,T3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.16,4
3690,6,T3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.19,4
3691,6,T3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.23,4
3692,6,T3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.3,4
3693,6,T3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.39,4
3694,6,T3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,123.4098,28,1,0.0,0,0,0,204.0,5
3695,6,T3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,112.0,5
3696,6,T3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,106.0,5
3697,6,T3,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,123.4098,28,1,0.0,0,0,0,436.0,6
3698,6,T3,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,201.0,6
3699,6,T3,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,201.0,6
3700,6,T3,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,201.0,6
3701,6,T3,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,201.0,6
3702,6,T3,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.74],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,201.0,6
3703,6,T4,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,126.9414,28,1,0.0,0,0,0,0.01,2
3704,6,T4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3705,6,T4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.14,2
3706,6,T4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.16,2
3707,6,T4,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,126.9414,28,1,0.0,0,0,0,0.02,4
3708,6,T4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.19,4
3709,6,T4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.22,4
3710,6,T4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.26,4
3711,6,T4,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.32,4
3712,6,T4,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.43,4
3713,6,T4,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,126.9414,28,1,0.0,0,0,0,326.0,5
3714,6,T4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,154.0,5
3715,6,T4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,139.0,5
3716,6,T4,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,126.9414,28,1,0.0,0,0,0,751.0,6
3717,6,T4,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,246.0,6
3718,6,T4,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,234.0,6
3719,6,T4,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,234.0,6
3720,6,T4,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,234.0,6
3721,6,T4,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.19],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[359],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,234.0,6
3722,6,T5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,67.8852,28,1,0.0,0,0,0,0.01,2
3723,6,T5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3724,6,T5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,2
3725,6,T5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.15,2
3726,6,T5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,67.8852,28,1,0.0,0,0,0,0.02,4
3727,6,T5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.19,4
3728,6,T5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.2,4
3729,6,T5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.25,4
3730,6,T5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.32,4
3731,6,T5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.48,4
3732,6,T5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,67.8852,28,1,0.0,0,0,0,223.0,5
3733,6,T5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,102.0,5
3734,6,T5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,99.0,5
3735,6,T5,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,67.8852,28,1,0.0,0,0,0,375.0,6
3736,6,T5,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,210.0,6
3737,6,T5,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,169.0,6
3738,6,T5,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,169.0,6
3739,6,T5,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,169.0,6
3740,6,T5,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.44],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[319,359]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,169.0,6
3741,6,T6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.12,2
3742,6,T6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3743,6,T6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.16,2
3744,6,T6,1,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,70.0434,28,1,0.0,0,0,0,0.005,4
3745,6,T6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.22,4
3746,6,T6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.25,4
3747,6,T6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.3,4
3748,6,T6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.4,4
3749,6,T6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.48,4
3750,6,T6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,117.0,5
3751,6,T6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,115.0,5
3752,6,T6,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,201.0,6
3753,6,T6,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,201.0,6
3754,6,T6,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,201.0,6
3755,6,T6,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,201.0,6
3756,6,T6,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,400.0,"[1500 if 0<z<100,300 if 100<z<400]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.68],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[16,16]","[303,349]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,201.0,6
3757,6,T7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.09,2
3758,6,T7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.1,2
3759,6,T7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.12,2
3760,6,T7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.18,4
3761,6,T7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.2,4
3762,6,T7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.23,4
3763,6,T7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.3,4
3764,6,T7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.47,4
3765,6,T7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,98.0,5
3766,6,T7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,91.0,5
3767,6,T7,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,188.0,6
3768,6,T7,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,157.0,6
3769,6,T7,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,157.0,6
3770,6,T7,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,157.0,6
3771,6,T7,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[21.97],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[519,561]","[4,4]","[33,33]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,157.0,6
3772,6,T8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3773,6,T8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.13,2
3774,6,T8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.15,2
3775,6,T8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.22,4
3776,6,T8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.26,4
3777,6,T8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.31,4
3778,6,T8,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.38,4
3779,6,T8,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.51,4
3780,6,T8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,122.0,5
3781,6,T8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,117.0,5
3782,6,T8,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,239.0,6
3783,6,T8,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,231.0,6
3784,6,T8,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,231.0,6
3785,6,T8,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,231.0,6
3786,6,T8,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[19.03],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,"[12,12]","[509,551]","[4,4]","[43,43]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,231.0,6
3787,6,T9,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.09,2
3788,6,T9,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.11,2
3789,6,T9,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.13,2
3790,6,T9,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,0.27,4
3791,6,T9,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,0.32,4
3792,6,T9,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.37,4
3793,6,T9,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,0.46,4
3794,6,T9,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,0.64,4
3795,6,T9,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,106.0,5
3796,6,T9,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,136.0,5
3797,6,T9,2,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,245.25,28,1,0.0,0,0,0,248.0,6
3798,6,T9,3,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1000,0.0,0.0,245.25,28,1,0.0,0,0,0,238.0,6
3799,6,T9,4,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,238.0,6
3800,6,T9,5,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,343.35,28,1,0.0,0,0,0,238.0,6
3801,6,T9,6,0,CUR 37 - Scheurvorming en doorbuiging in gewapend beton bij toepassing van geribd staal,1968,0,The Netherlands,Commissie voor Uitvoering van Research,IBBC-TNO,0,6600.0,6000.0,3000.0,3000.0,600.0,"[1500 if 0<z<100,300 if 100<z<600]","[6,8]","[0,0]","[0,0]","[19.5,0]",0.0,[18.54],"[2,200x200x200,2]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.65,0,0,0,0]",206010.0,2,400.0,[16],[559],[4],[33],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,1,1,1,0.0,1,0.0,0.0,392.4,28,1,0.0,0,0,0,238.0,6
3802,7,RC1-D,1,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029.0,4572.0,1524.0,1000.0,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1.0,[48.8],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0.0,2,228.0,"[19,19]","[314.9,381.4]","[2,2]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,0.0,1,0.0,74.8,0.0,90,1,0.0,0,0,0,12.0,1
3803,7,RC1-D,1,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029.0,4572.0,1524.0,1000.0,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1.0,[48.8],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0.0,2,228.0,"[19,19]","[314.9,381.4]","[2,2]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,0.0,1,0.0,74.8,0.0,90,1,0.0,0,0,0,0.1,4
3804,7,RC1-R,4,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029.0,4572.0,1524.0,1000.0,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1.0,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0.0,1,228.0,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,0.0,1,0.0,74.8,0.0,90,1,0.0,0,0,0,11.0,1
3805,7,RC1-R,1,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029.0,4572.0,1524.0,1000.0,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1.0,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0.0,1,228.0,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,0.0,1,0.0,29.9,0.0,90,1,0.0,0,0,0,0.009,4
3806,7,RC1-R,2,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029.0,4572.0,1524.0,1000.0,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1.0,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0.0,1,228.0,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,0.0,1,0.0,44.9,0.0,90,1,0.0,0,0,0,0.026,4
3807,7,RC1-R,3,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029.0,4572.0,1524.0,1000.0,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1.0,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0.0,1,228.0,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,0.0,1,0.0,59.8,0.0,90,1,0.0,0,0,0,0.039,4
3808,7,RC1-R,4,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029.0,4572.0,1524.0,1000.0,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1.0,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0.0,1,228.0,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,0.0,1,0.0,74.8,0.0,90,1,0.0,0,0,0,0.052,4
3809,7,RC1-R,5,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029.0,4572.0,1524.0,1000.0,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1.0,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0.0,1,228.0,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,0.0,1,0.0,112.1,0.0,90,1,0.0,0,0,0,0.077,4
3810,7,RC1-R,6,0,Tests on prestressed reinforced concrete beams,1969,Concrete,0,Building Research Station,0,R.F. Stevens,5029.0,4572.0,1524.0,1000.0,406.4,"[457.2 if 0<z<102, 152.4 if 102<z<407]",[6],[0],[0],[18],1.0,[39.5],"[2,102x102x102,1]",[14],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0.55,0,0,0,0]",0.0,1,228.0,"[25,25]","[317.9,381.4]","[2,2]","[25,25]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,0,1,0.0,1,0.0,149.5,0.0,90,1,0.0,0,0,0,0.102,4
3811,8,IA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[52.76],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,2,476.0,"[10,10,10]","[425,450,475]","[4,4,4]","[35,35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,0,0,1,0.0,1,0.0,271.7,0.0,0,0,0.0,0,0,0,75.0,5
3812,8,IB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[54.43],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,2,476.0,"[10,10,10]","[425,450,475]","[4,4,4]","[35,35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,0,0,1,0.0,1,0.0,278.6,0.0,0,0,0.0,0,0,0,97.0,5
3813,8,IIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[41.48],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,1,476.0,"[10,10,10]","[425,450,475]","[4,4,4]","[35,35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,0,0,1,0.0,1,0.0,231.5,0.0,0,0,0.0,0,0,0,83.0,5
3814,8,IIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[42.86],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,1,476.0,"[10,10,10]","[425,450,475]","[4,4,4]","[35,35,35]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,2,0,0,1,0.0,1,0.0,236.4,0.0,0,0,0.0,0,0,0,111.0,5
3815,8,IIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[51.58],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,H,2,1069.0,863.0,0.0,0,1,[1],[26],[530.9],[450],[57],1,3,2,0,0,1,0.0,1,0.0,247.2,0.0,0,0,291.2,3,0,0,254.0,5
3816,8,IIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[49.03],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,H,2,1069.0,863.0,0.0,0,1,[1],[26],[530.9],[450],[147],1,3,2,0,0,1,0.0,1,0.0,244.3,0.0,0,0,296.4,3,0,0,518.0,5
3817,8,IVB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[45.8],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,H,2,1069.0,863.0,0.0,0,1,[1],[26],[530.9],[450],[147],1,3,2,0,0,1,0.0,1,0.0,242.3,0.0,0,0,145.6,3,0,0,320.0,5
3818,8,IXA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[43.15],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,2,476.0,"[10,10]","[425,475]","[2,2]","[38,38]",[0],[0],0.0,0.0,0,1,1834.0,1579.0,0.0,0,1,[3],[12.7],[95],[450],[20.65],1,3,2,0,0,1,0.0,1,0.0,291.4,0.0,0,0,279.6,3,0,0,69.0,5
3819,8,IXB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[47.66],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,2,476.0,"[10,10]","[425,475]","[2,2]","[38,38]",[0],[0],0.0,0.0,0,1,1834.0,1579.0,0.0,0,1,[3],[12.7],[95],[450],[36.65],1,3,2,0,0,1,0.0,1,0.0,295.3,0.0,0,0,285.2,3,0,0,97.0,5
3820,8,VA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[42.76],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,2,476.0,"[10,10]","[425,475]","[2,2]","[35,35]",[0],[0],0.0,0.0,H,2,1069.0,863.0,0.0,0,1,[1],[26],[530.9],[450],[57],1,3,2,0,0,1,0.0,1,0.0,310.0,0.0,0,0,280.8,3,0,0,70.0,5
3821,8,VB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[44.91],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,2,476.0,"[10,10]","[425,475]","[2,2]","[35,35]",[0],[0],0.0,0.0,H,2,1069.0,863.0,0.0,0,1,[1],[26],[530.9],[450],[147],1,3,2,0,0,1,0.0,1,0.0,301.2,0.0,0,0,291.2,3,0,0,100.0,5
3822,8,VIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[48.44],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,2,476.0,"[10,10]","[425,475]","[2,2]","[35,35]",[0],[0],0.0,0.0,H,2,1069.0,863.0,0.0,0,1,[1],[26],[530.9],[450],[57],1,3,2,0,0,1,0.0,1,0.0,302.1,0.0,0,0,140.4,3,0,0,79.0,5
3823,8,VIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[47.76],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,2,476.0,"[10,10]","[425,475]","[2,2]","[35,35]",[0],[0],0.0,0.0,H,2,1069.0,863.0,0.0,0,1,[1],[26],[530.9],[450],[147],1,3,2,0,0,1,0.0,1,0.0,298.2,0.0,0,0,145.6,3,0,0,84.0,5
3824,8,VIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[50.11],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,0,1,1834.0,1579.0,0.0,0,1,[3],[12.7],[95],[450],[20.65],1,3,2,0,0,1,0.0,1,0.0,233.5,0.0,0,0,279.6,3,0,0,111.0,5
3825,8,VIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[48.15],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,0,1,1834.0,1579.0,0.0,0,1,[3],[12.7],[95],[450],[36.65],1,3,2,0,0,1,0.0,1,0.0,242.3,0.0,0,0,285.2,3,0,0,188.0,5
3826,8,VIIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[46.58],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,0,1,1834.0,1579.0,0.0,0,1,[3],[12.7],[95],[450],[20.65],1,3,2,0,0,1,0.0,1,0.0,222.7,0.0,0,0,139.8,3,0,0,106.0,5
3827,8,VIIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[49.82],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,0,1,1834.0,1579.0,0.0,0,1,[3],[12.7],[95],[450],[36.65],1,3,2,0,0,1,0.0,1,0.0,229.6,0.0,0,0,142.6,3,0,0,199.0,5
3828,8,XA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[40.7],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,2,476.0,"[10,10]","[425,475]","[2,2]","[38,38]",[0],[0],0.0,0.0,0,1,1834.0,1579.0,0.0,0,1,[3],[12.7],[95],[450],[20.65],1,3,2,0,0,1,0.0,1,0.0,295.3,0.0,0,0,139.8,3,0,0,69.0,5
3829,8,XB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[41.87],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,2,476.0,"[10,10]","[425,475]","[2,2]","[38,38]",[0],[0],0.0,0.0,0,1,1834.0,1579.0,0.0,0,1,[3],[12.7],[95],[450],[36.65],1,3,2,0,0,1,0.0,1,0.0,291.4,0.0,0,0,142.6,3,0,0,94.0,5
3830,8,XIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[47.27],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,0,1,1961.0,1579.0,0.0,0,1,"[4,4,4]","[6.35,6.35,6.35]","[25,25,25]","[425,450,475]","[21.83,21.83,21.83]",1,3,2,0,0,1,0.0,1,0.0,260.9,0.0,0,0,273.7,3,0,0,73.0,5
3831,8,XIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[48.64],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,0,1,1961.0,1579.0,0.0,0,1,"[4,4,4]","[6.35,6.35,6.35]","[25,25,25]","[425,450,475]","[36.83,36.83,36.83]",1,3,2,0,0,1,0.0,1,0.0,264.9,0.0,0,0,282.5,3,0,0,131.0,5
3832,8,XIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[48.64],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,0,1,1961.0,1579.0,0.0,0,1,"[4,4,4]","[6.35,6.35,6.35]","[25,25,25]","[425,450,475]","[21.83,21.83,21.83]",1,3,2,0,0,1,0.0,1,0.0,257.0,0.0,0,0,138.3,3,0,0,69.0,5
3833,8,XIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[49.03],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,0,1,1961.0,1579.0,0.0,0,1,"[4,4,4]","[6.35,6.35,6.35]","[25,25,25]","[425,450,475]","[36.83,36.83,36.83]",1,3,2,0,0,1,0.0,1,0.0,260.9,0.0,0,0,141.3,3,0,0,144.0,5
3834,8,XIIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[49.72],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1863.0,1589.0,0.0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[52.5,22.5,22.5,22.5]",1,3,2,0,0,1,0.0,1,0.0,232.5,0.0,0,0,275.2,3,0,0,94.0,5
3835,8,XIIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[49.33],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1863.0,1589.0,0.0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[117.5,37.5,37.5,37.5]",1,3,2,0,0,1,0.0,1,0.0,229.6,0.0,0,0,283.3,3,0,0,290.0,5
3836,8,XIVA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[45.6],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1863.0,1589.0,0.0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[52.5,22.5,22.5,22.5]",1,3,2,0,0,1,0.0,1,0.0,229.6,0.0,0,0,140.3,3,0,0,88.0,5
3837,8,XIVB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[41.87],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1863.0,1589.0,0.0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[117.5,37.5,37.5,37.5]",1,3,2,0,0,1,0.0,1,0.0,230.5,0.0,0,0,143.0,3,0,0,194.0,5
3838,8,XVA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[44.23],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1795.0,1120.0,0.0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[52.5,22.5,22.5,22.5]",1,3,2,0,0,1,0.0,1,0.0,219.7,0.0,0,0,275.2,3,0,0,83.0,5
3839,8,XVB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[42.27],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1795.0,1120.0,0.0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[117.5,37.5,37.5,37.5]",1,3,2,0,0,1,0.0,1,0.0,216.8,0.0,0,0,283.3,3,0,0,379.0,5
3840,8,XVIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[44.91],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1795.0,1120.0,0.0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[52.5,22.5,22.5,22.5]",1,3,2,0,0,1,0.0,1,0.0,218.8,0.0,0,0,140.3,3,0,0,75.0,5
3841,8,XVIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[39.23],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1795.0,1120.0,0.0,0,2,"[2,4,4,4]","[5,5,5,5]","[19.64,19.64,19.64,19.64]","[408,431,454,477]","[117.5,37.5,37.5,37.5]",1,3,2,0,0,1,0.0,1,0.0,219.7,0.0,0,0,143.0,3,0,0,190.0,5
3842,8,XVIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[40.01],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,618.0,502.1,0.0,0,1,"[2,4,4,4,4,4,4,4,4,4,4,4,4]","[2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5]","[4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91]","[422,426.5,431,435.5,440,444.5,449,453.5,458,462.5,467,471.5,476]","[52.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5,22.5]",1,3,2,0,0,1,0.0,1,0.0,232.5,0.0,0,0,276.4,3,0,0,79.0,5
3843,8,XVIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[44.72],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,618.0,502.1,0.0,0,1,"[2,4,4,4,4,4,4,4,4,4,4,4,4]","[2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5]","[4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91]","[422,426.5,431,435.5,440,444.5,449,453.5,458,462.5,467,471.5,476]","[117.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5]",1,3,2,0,0,1,0.0,1,0.0,219.7,0.0,0,0,286.0,3,0,0,427.0,5
3844,8,XVIIIA,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<500]",[0],[0],[0],[0],0.0,[42.36],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,618.0,502.1,0.0,0,1,"[2,4,4,4,4,4,4,4,4,4,4,4,4]","[2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5]","[4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91]","[422,426.5,431,435.5,440,444.5,449,453.5,458,462.5,467,471.5,476]","[117.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5]",1,3,2,0,0,1,0.0,1,0.0,205.0,0.0,0,0,139.4,3,0,0,81.0,5
3845,8,XVIIIB,1,0,Crack spacing and crack widths due to normal force or bending moment,1970,0,Sweden,National Swedish Building Research,0,"Åke Holmberg, Sten Lindgren",7300.0,7000.0,1500.0,1500.0,500.0,"[400 if 0<z<75, (-260/75)*(z-75)+400 if 75<z<150, 140 if 150<z<365, (180/50)*(z-415)+320 if 365<z<415, 320 if 415<z<500]",[0],[0],[0],[0],0.0,[40.21],"[1,0,1]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.59,10,0,0,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,618.0,502.1,0.0,0,1,"[2,4,4,4,4,4,4,4,4,4,4,4,4]","[2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5,2.5]","[4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91,4.91]","[422,426.5,431,435.5,440,444.5,449,453.5,458,462.5,467,471.5,476]","[117.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5,37.5]",1,3,2,0,0,1,0.0,1,0.0,191.3,0.0,0,0,144.2,3,0,0,631.0,5
3846,9,RB2404,1,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,1972,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0.0,6100.0,1830.0,1830.0,305.0,152,[0],[0],[0],[0],0.0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0.0,2,450.0,[10],[281],[4],[19],[0],[0],6.0,0.0,0,2,1850.0,0.0,0.0,0,0,[4],[7.94],[37.42],[251],[19],1,3,2,2,3,0,0.0,2,0.0,0.0,20.7,0,1,180.0,3,0,0,0.006,4
3847,9,RB2404,2,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,1972,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0.0,6100.0,1830.0,1830.0,305.0,152,[0],[0],[0],[0],0.0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0.0,2,450.0,[10],[281],[4],[19],[0],[0],6.0,0.0,0,2,1850.0,0.0,0.0,0,0,[4],[7.94],[37.42],[251],[19],1,3,2,2,3,0,0.0,2,0.0,0.0,69.8,0,1,180.0,3,0,0,0.007,4
3848,9,RB2404,3,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,1972,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0.0,6100.0,1830.0,1830.0,305.0,152,[0],[0],[0],[0],0.0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0.0,2,450.0,[10],[281],[4],[19],[0],[0],6.0,0.0,0,2,1850.0,0.0,0.0,0,0,[4],[7.94],[37.42],[251],[19],1,3,2,2,3,0,0.0,2,0.0,0.0,116.4,0,1,180.0,3,0,0,0.018,4
3849,9,RB2404,4,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,1972,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0.0,6100.0,1830.0,1830.0,305.0,152,[0],[0],[0],[0],0.0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0.0,2,450.0,[10],[281],[4],[19],[0],[0],6.0,0.0,0,2,1850.0,0.0,0.0,0,0,[4],[7.94],[37.42],[251],[19],1,3,2,2,3,0,0.0,2,0.0,0.0,161.3,0,1,180.0,3,0,0,0.022,4
3850,9,RB2404,5,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,1972,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0.0,6100.0,1830.0,1830.0,305.0,152,[0],[0],[0],[0],0.0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0.0,2,450.0,[10],[281],[4],[19],[0],[0],6.0,0.0,0,2,1850.0,0.0,0.0,0,0,[4],[7.94],[37.42],[251],[19],1,3,2,2,3,0,0.0,2,0.0,0.0,206.2,0,1,180.0,3,0,0,0.044,4
3851,9,RB2404,6,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,1972,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0.0,6100.0,1830.0,1830.0,305.0,152,[0],[0],[0],[0],0.0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0.0,2,450.0,[10],[281],[4],[19],[0],[0],6.0,0.0,0,2,1850.0,0.0,0.0,0,0,[4],[7.94],[37.42],[251],[19],1,3,2,2,3,0,0.0,2,0.0,0.0,254.7,0,1,180.0,3,0,0,0.066,4
3852,9,RB2404,7,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,1972,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0.0,6100.0,1830.0,1830.0,305.0,152,[0],[0],[0],[0],0.0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0.0,2,450.0,[10],[281],[4],[19],[0],[0],6.0,0.0,0,2,1850.0,0.0,0.0,0,0,[4],[7.94],[37.42],[251],[19],1,3,2,2,3,0,0.0,2,0.0,0.0,303.9,0,1,180.0,3,0,0,0.076,4
3853,9,RB2404,8,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,1972,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0.0,6100.0,1830.0,1830.0,305.0,152,[0],[0],[0],[0],0.0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0.0,2,450.0,[10],[281],[4],[19],[0],[0],6.0,0.0,0,2,1850.0,0.0,0.0,0,0,[4],[7.94],[37.42],[251],[19],1,3,2,2,3,0,0.0,2,0.0,0.0,341.0,0,1,180.0,3,0,0,0.108,4
3854,9,RB2404,9,10.14359/7181,Behavior of Nonrectangular Beams With Limited Prestress After Flexural Cracking,1972,Journal of the American Concrete Institute,England,University of Leeds,0,"E.W. Bennett, N. Veerasubramanian",0.0,6100.0,1830.0,1830.0,305.0,152,[0],[0],[0],[0],0.0,[67.23],"[2,0,1]",[0],[4.69],"[3,0,3]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",0.0,2,450.0,[10],[281],[4],[19],[0],[0],6.0,0.0,0,2,1850.0,0.0,0.0,0,0,[4],[7.94],[37.42],[251],[19],1,3,2,2,3,0,0.0,2,0.0,0.0,372.6,0,1,180.0,3,0,0,0.129,4
3855,10,Specimen 1,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.01,2
3856,10,Specimen 1,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.4,28,1,0.0,0,0,0,0.02,2
3857,10,Specimen 1,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.7,28,1,0.0,0,0,0,0.023,2
3858,10,Specimen 1,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.2,28,1,0.0,0,0,0,0.033,2
3859,10,Specimen 1,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.5,28,1,0.0,0,0,0,0.055,2
3860,10,Specimen 1,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.2,28,1,0.0,0,0,0,0.071,2
3861,10,Specimen 1,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,321.9,28,1,0.0,0,0,0,0.095,2
3862,10,Specimen 1,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.4,28,1,0.0,0,0,0,0.039,4
3863,10,Specimen 1,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.7,28,1,0.0,0,0,0,0.067,4
3864,10,Specimen 1,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.2,28,1,0.0,0,0,0,0.077,4
3865,10,Specimen 1,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.5,28,1,0.0,0,0,0,0.154,4
3866,10,Specimen 1,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.2,28,1,0.0,0,0,0,0.192,4
3867,10,Specimen 1,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,321.9,28,1,0.0,0,0,0,0.192,4
3868,10,Specimen 1,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,532.3,5
3869,10,Specimen 1,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.4,28,1,0.0,0,0,0,188.1,5
3870,10,Specimen 1,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.7,28,1,0.0,0,0,0,132.9,5
3871,10,Specimen 1,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.2,28,1,0.0,0,0,0,119.9,5
3872,10,Specimen 1,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.5,28,1,0.0,0,0,0,103.0,5
3873,10,Specimen 1,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.2,28,1,0.0,0,0,0,88.9,5
3874,10,Specimen 1,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,321.9,28,1,0.0,0,0,0,85.0,5
3875,10,Specimen 2,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.4,28,1,0.0,0,0,0,0.023,2
3876,10,Specimen 2,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.4,28,1,0.0,0,0,0,0.029,2
3877,10,Specimen 2,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.4,28,1,0.0,0,0,0,0.041,2
3878,10,Specimen 2,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.5,28,1,0.0,0,0,0,0.042,2
3879,10,Specimen 2,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.5,28,1,0.0,0,0,0,0.064,2
3880,10,Specimen 2,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.1,28,1,0.0,0,0,0,0.072,2
3881,10,Specimen 2,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.7,28,1,0.0,0,0,0,0.091,2
3882,10,Specimen 2,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,321.8,28,1,0.0,0,0,0,0.105,2
3883,10,Specimen 2,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,346.7,28,1,0.0,0,0,0,0.12,2
3884,10,Specimen 2,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.4,28,1,0.0,0,0,0,0.039,4
3885,10,Specimen 2,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.4,28,1,0.0,0,0,0,0.039,4
3886,10,Specimen 2,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.4,28,1,0.0,0,0,0,0.077,4
3887,10,Specimen 2,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.5,28,1,0.0,0,0,0,0.077,4
3888,10,Specimen 2,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.5,28,1,0.0,0,0,0,0.115,4
3889,10,Specimen 2,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.1,28,1,0.0,0,0,0,0.134,4
3890,10,Specimen 2,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.7,28,1,0.0,0,0,0,0.193,4
3891,10,Specimen 2,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,321.8,28,1,0.0,0,0,0,0.231,4
3892,10,Specimen 2,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,346.7,28,1,0.0,0,0,0,0.192,4
3893,10,Specimen 2,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.4,28,1,0.0,0,0,0,248.2,5
3894,10,Specimen 2,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.4,28,1,0.0,0,0,0,168.6,5
3895,10,Specimen 2,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.4,28,1,0.0,0,0,0,146.4,5
3896,10,Specimen 2,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.5,28,1,0.0,0,0,0,125.4,5
3897,10,Specimen 2,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.5,28,1,0.0,0,0,0,112.1,5
3898,10,Specimen 2,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.1,28,1,0.0,0,0,0,99.4,5
3899,10,Specimen 2,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.7,28,1,0.0,0,0,0,92.8,5
3900,10,Specimen 2,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,321.8,28,1,0.0,0,0,0,88.1,5
3901,10,Specimen 2,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,346.7,28,1,0.0,0,0,0,86.0,5
3902,10,Specimen 3,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.2,28,1,0.0,0,0,0,0.043,2
3903,10,Specimen 3,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.2,28,1,0.0,0,0,0,0.041,2
3904,10,Specimen 3,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.4,28,1,0.0,0,0,0,0.059,2
3905,10,Specimen 3,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.7,28,1,0.0,0,0,0,0.061,2
3906,10,Specimen 3,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.5,28,1,0.0,0,0,0,0.077,2
3907,10,Specimen 3,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.2,28,1,0.0,0,0,0,0.095,2
3908,10,Specimen 3,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.4,28,1,0.0,0,0,0,0.113,2
3909,10,Specimen 3,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,321.7,28,1,0.0,0,0,0,0.122,2
3910,10,Specimen 3,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,346.4,28,1,0.0,0,0,0,0.142,2
3911,10,Specimen 3,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.2,28,1,0.0,0,0,0,0.058,4
3912,10,Specimen 3,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.2,28,1,0.0,0,0,0,0.077,4
3913,10,Specimen 3,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.4,28,1,0.0,0,0,0,0.096,4
3914,10,Specimen 3,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.7,28,1,0.0,0,0,0,0.135,4
3915,10,Specimen 3,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.5,28,1,0.0,0,0,0,0.163,4
3916,10,Specimen 3,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.2,28,1,0.0,0,0,0,0.192,4
3917,10,Specimen 3,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.4,28,1,0.0,0,0,0,0.25,4
3918,10,Specimen 3,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,321.7,28,1,0.0,0,0,0,0.288,4
3919,10,Specimen 3,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,346.4,28,1,0.0,0,0,0,0.308,4
3920,10,Specimen 3,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.2,28,1,0.0,0,0,0,320.4,5
3921,10,Specimen 3,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.2,28,1,0.0,0,0,0,178.4,5
3922,10,Specimen 3,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.4,28,1,0.0,0,0,0,166.4,5
3923,10,Specimen 3,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.7,28,1,0.0,0,0,0,145.7,5
3924,10,Specimen 3,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.5,28,1,0.0,0,0,0,127.3,5
3925,10,Specimen 3,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.2,28,1,0.0,0,0,0,115.8,5
3926,10,Specimen 3,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.4,28,1,0.0,0,0,0,113.1,5
3927,10,Specimen 3,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,321.7,28,1,0.0,0,0,0,107.9,5
3928,10,Specimen 3,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,346.4,28,1,0.0,0,0,0,106.5,5
3929,10,Specimen 4,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.1,28,1,0.0,0,0,0,0.024,2
3930,10,Specimen 4,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.3,28,1,0.0,0,0,0,0.028,2
3931,10,Specimen 4,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.4,28,1,0.0,0,0,0,0.034,2
3932,10,Specimen 4,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.1,28,1,0.0,0,0,0,0.036,2
3933,10,Specimen 4,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,174.3,28,1,0.0,0,0,0,0.046,2
3934,10,Specimen 4,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.3,28,1,0.0,0,0,0,0.066,2
3935,10,Specimen 4,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.068,2
3936,10,Specimen 4,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,0.092,2
3937,10,Specimen 4,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.1,28,1,0.0,0,0,0,0.038,4
3938,10,Specimen 4,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.3,28,1,0.0,0,0,0,0.057,4
3939,10,Specimen 4,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.4,28,1,0.0,0,0,0,0.058,4
3940,10,Specimen 4,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.1,28,1,0.0,0,0,0,0.077,4
3941,10,Specimen 4,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,174.3,28,1,0.0,0,0,0,0.096,4
3942,10,Specimen 4,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.3,28,1,0.0,0,0,0,0.144,4
3943,10,Specimen 4,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.144,4
3944,10,Specimen 4,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,0.192,4
3945,10,Specimen 4,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.1,28,1,0.0,0,0,0,291.0,5
3946,10,Specimen 4,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,74.3,28,1,0.0,0,0,0,153.6,5
3947,10,Specimen 4,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.1,28,1,0.0,0,0,0,116.0,5
3948,10,Specimen 4,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,174.3,28,1,0.0,0,0,0,96.7,5
3949,10,Specimen 4,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.3,28,1,0.0,0,0,0,91.3,5
3950,10,Specimen 4,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,79.9,5
3951,10,Specimen 4,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,80.7,5
3952,10,Specimen 5,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.3,28,1,0.0,0,0,0,0.034,2
3953,10,Specimen 5,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,73.9,28,1,0.0,0,0,0,0.039,2
3954,10,Specimen 5,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.3,28,1,0.0,0,0,0,0.05,2
3955,10,Specimen 5,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.7,28,1,0.0,0,0,0,0.061,2
3956,10,Specimen 5,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.8,28,1,0.0,0,0,0,0.071,2
3957,10,Specimen 5,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.2,28,1,0.0,0,0,0,0.091,2
3958,10,Specimen 5,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.1,28,1,0.0,0,0,0,0.109,2
3959,10,Specimen 5,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,322.2,28,1,0.0,0,0,0,0.117,2
3960,10,Specimen 5,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,346.3,28,1,0.0,0,0,0,0.122,2
3961,10,Specimen 5,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.3,28,1,0.0,0,0,0,0.039,4
3962,10,Specimen 5,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,73.9,28,1,0.0,0,0,0,0.077,4
3963,10,Specimen 5,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.3,28,1,0.0,0,0,0,0.096,4
3964,10,Specimen 5,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.7,28,1,0.0,0,0,0,0.106,4
3965,10,Specimen 5,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.8,28,1,0.0,0,0,0,0.154,4
3966,10,Specimen 5,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.2,28,1,0.0,0,0,0,0.193,4
3967,10,Specimen 5,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.1,28,1,0.0,0,0,0,0.192,4
3968,10,Specimen 5,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,322.2,28,1,0.0,0,0,0,0.25,4
3969,10,Specimen 5,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,346.3,28,1,0.0,0,0,0,0.241,4
3970,10,Specimen 5,1,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,50.3,28,1,0.0,0,0,0,533.5,5
3971,10,Specimen 5,2,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,73.9,28,1,0.0,0,0,0,199.6,5
3972,10,Specimen 5,3,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.3,28,1,0.0,0,0,0,127.4,5
3973,10,Specimen 5,4,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,124.7,28,1,0.0,0,0,0,128.7,5
3974,10,Specimen 5,5,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,173.8,28,1,0.0,0,0,0,110.5,5
3975,10,Specimen 5,6,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,223.2,28,1,0.0,0,0,0,104.8,5
3976,10,Specimen 5,7,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.1,28,1,0.0,0,0,0,98.5,5
3977,10,Specimen 5,8,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,322.2,28,1,0.0,0,0,0,86.0,5
3978,10,Specimen 5,9,0,"Fatigue, Bond and Cracking Characteristics of Reinforced Concrete Tension Members",1976,0,England,Imperial College of Science and Technology,Bond Research Laboratory,Ploutarchos John Yannopoulos,800.0,800.0,800.0,800.0,76.0,2*(1444-(z-(76/2))**2)**(1/2),"[3,4,7]","[1,6,21]","[0,0,65]","[0,0,20]",0.0,"[26.7,43.4]","[2,102x102x102,1]","[7,28]",[3.3],"[1,152x229,2]",[28],[32000],"[1,152x229,2]",[28],"[1,0,0,0,0.6,9.53,0,0,0]",200000.0,2,297.0,[16],[38],[1],[30],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,346.3,28,1,0.0,0,0,0,84.7,5
3979,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,298.7145,44,1,0.0,0,0,0,0.203,2
3980,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,56.5056,44,1,0.0,0,0,0,0.086,2
3981,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,298.7145,44,1,0.0,0,0,0,0.222,2
3982,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,64.3536,44,1,0.0,0,0,0,0.101,2
3983,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,108.0081,44,1,0.0,0,0,0,0.114,2
3984,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,201.6936,44,1,0.0,0,0,0,0.183,2
3985,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,297.7335,44,1,0.0,0,0,0,0.261,2
3986,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,394.7544,44,1,0.0,0,0,0,0.342,2
3987,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,488.4399,44,1,0.0,0,0,0,0.371,2
3988,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,60,0.0,0.0,539.55,44,1,0.0,0,0,0,0.544,2
3989,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,298.7145,44,1,0.0,0,0,0,0.295,4
3990,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,56.5056,44,1,0.0,0,0,0,0.14,4
3991,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,298.7145,44,1,0.0,0,0,0,0.345,4
3992,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,64.3536,44,1,0.0,0,0,0,0.163,4
3993,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,108.0081,44,1,0.0,0,0,0,0.19,4
3994,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,201.6936,44,1,0.0,0,0,0,0.29,4
3995,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,297.7335,44,1,0.0,0,0,0,0.368,4
3996,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,394.7544,44,1,0.0,0,0,0,0.533,4
3997,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,488.4399,44,1,0.0,0,0,0,0.66,4
3998,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,60,0.0,0.0,539.55,44,1,0.0,0,0,0,0.895,4
3999,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,298.7145,44,1,0.0,0,0,0,393.333,5
4000,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,56.5056,44,1,0.0,0,0,0,393.333,5
4001,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,298.7145,44,1,0.0,0,0,0,295.0,5
4002,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,64.3536,44,1,0.0,0,0,0,295.0,5
4003,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,108.0081,44,1,0.0,0,0,0,295.0,5
4004,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,201.6936,44,1,0.0,0,0,0,295.0,5
4005,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,297.7335,44,1,0.0,0,0,0,295.0,5
4006,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,394.7544,44,1,0.0,0,0,0,295.0,5
4007,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,488.4399,44,1,0.0,0,0,0,247.5,5
4008,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,60,0.0,0.0,539.55,44,1,0.0,0,0,0,247.5,5
4009,11,1B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,298.7145,44,1,0.0,0,0,0,590.0,6
4010,11,1B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,56.5056,44,1,0.0,0,0,0,590.0,6
4011,11,1B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,298.7145,44,1,0.0,0,0,0,410.0,6
4012,11,1B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,64.3536,44,1,0.0,0,0,0,410.0,6
4013,11,1B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,108.0081,44,1,0.0,0,0,0,410.0,6
4014,11,1B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,201.6936,44,1,0.0,0,0,0,410.0,6
4015,11,1B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,297.7335,44,1,0.0,0,0,0,410.0,6
4016,11,1B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,394.7544,44,1,0.0,0,0,0,410.0,6
4017,11,1B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,488.4399,44,1,0.0,0,0,0,410.0,6
4018,11,1B2a,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,60,0.0,0.0,539.55,44,1,0.0,0,0,0,410.0,6
4019,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,179.523,44,1,0.0,0,0,0,0.144,2
4020,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.7053,44,1,0.0,0,0,0,0.072,2
4021,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,180.1116,44,1,0.0,0,0,0,0.174,2
4022,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,34.6293,44,1,0.0,0,0,0,0.084,2
4023,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,88.5843,44,1,0.0,0,0,0,0.115,2
4024,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,179.523,44,1,0.0,0,0,0,0.177,2
4025,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.7971,44,1,0.0,0,0,0,0.254,2
4026,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,360.4194,44,1,0.0,0,0,0,0.295,2
4027,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,449.1018,44,1,0.0,0,0,0,0.434,2
4028,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,179.523,44,1,0.0,0,0,0,0.225,4
4029,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.7053,44,1,0.0,0,0,0,0.11,4
4030,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,180.1116,44,1,0.0,0,0,0,0.253,4
4031,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,34.6293,44,1,0.0,0,0,0,0.13,4
4032,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,88.5843,44,1,0.0,0,0,0,0.165,4
4033,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,179.523,44,1,0.0,0,0,0,0.245,4
4034,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.7971,44,1,0.0,0,0,0,0.413,4
4035,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,360.4194,44,1,0.0,0,0,0,0.485,4
4036,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,449.1018,44,1,0.0,0,0,0,0.838,4
4037,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,179.523,44,1,0.0,0,0,0,401.25,5
4038,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.7053,44,1,0.0,0,0,0,401.25,5
4039,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,180.1116,44,1,0.0,0,0,0,367.917,5
4040,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,34.6293,44,1,0.0,0,0,0,367.917,5
4041,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,88.5843,44,1,0.0,0,0,0,367.917,5
4042,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,179.523,44,1,0.0,0,0,0,367.917,5
4043,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.7971,44,1,0.0,0,0,0,228.145,5
4044,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,360.4194,44,1,0.0,0,0,0,192.415,5
4045,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,449.1018,44,1,0.0,0,0,0,192.415,5
4046,11,1B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,179.523,44,1,0.0,0,0,0,640.0,6
4047,11,1B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.7053,44,1,0.0,0,0,0,640.0,6
4048,11,1B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,180.1116,44,1,0.0,0,0,0,640.0,6
4049,11,1B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,34.6293,44,1,0.0,0,0,0,640.0,6
4050,11,1B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,88.5843,44,1,0.0,0,0,0,640.0,6
4051,11,1B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,179.523,44,1,0.0,0,0,0,640.0,6
4052,11,1B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.7971,44,1,0.0,0,0,0,430.0,6
4053,11,1B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,360.4194,44,1,0.0,0,0,0,430.0,6
4054,11,1B2b,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,449.1018,44,1,0.0,0,0,0,430.0,6
4055,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,144.4032,44,1,0.0,0,0,0,0.126,2
4056,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.563,44,1,0.0,0,0,0,0.055,2
4057,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,143.4222,44,1,0.0,0,0,0,0.142,2
4058,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,22.563,44,1,0.0,0,0,0,0.071,2
4059,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,143.226,44,1,0.0,0,0,0,0.155,2
4060,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,192.276,44,1,0.0,0,0,0,0.191,2
4061,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,290.7684,44,1,0.0,0,0,0,0.274,2
4062,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,385.6311,44,1,0.0,0,0,0,0.284,2
4063,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,483.1425,44,1,0.0,0,0,0,0.352,2
4064,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,144.4032,44,1,0.0,0,0,0,0.213,4
4065,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.563,44,1,0.0,0,0,0,0.098,4
4066,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,143.4222,44,1,0.0,0,0,0,0.228,4
4067,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,22.563,44,1,0.0,0,0,0,0.11,4
4068,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,143.226,44,1,0.0,0,0,0,0.255,4
4069,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,192.276,44,1,0.0,0,0,0,0.305,4
4070,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,290.7684,44,1,0.0,0,0,0,0.49,4
4071,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,385.6311,44,1,0.0,0,0,0,0.548,4
4072,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,483.1425,44,1,0.0,0,0,0,0.673,4
4073,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,144.4032,44,1,0.0,0,0,0,307.0,5
4074,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.563,44,1,0.0,0,0,0,307.0,5
4075,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,143.4222,44,1,0.0,0,0,0,307.0,5
4076,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,22.563,44,1,0.0,0,0,0,307.0,5
4077,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,143.226,44,1,0.0,0,0,0,243.0,5
4078,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,192.276,44,1,0.0,0,0,0,265.25,5
4079,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,290.7684,44,1,0.0,0,0,0,204.0,5
4080,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,385.6311,44,1,0.0,0,0,0,167.0,5
4081,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,483.1425,44,1,0.0,0,0,0,135.0,5
4082,11,1B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,144.4032,44,1,0.0,0,0,0,560.0,6
4083,11,1B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.563,44,1,0.0,0,0,0,560.0,6
4084,11,1B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,143.4222,44,1,0.0,0,0,0,560.0,6
4085,11,1B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,22.563,44,1,0.0,0,0,0,560.0,6
4086,11,1B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,143.226,44,1,0.0,0,0,0,560.0,6
4087,11,1B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,192.276,44,1,0.0,0,0,0,560.0,6
4088,11,1B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,290.7684,44,1,0.0,0,0,0,400.0,6
4089,11,1B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,385.6311,44,1,0.0,0,0,0,320.0,6
4090,11,1B2c,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,483.1425,44,1,0.0,0,0,0,340.0,6
4091,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,361.989,44,1,0.0,0,0,0,0.436,2
4092,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,34.1388,44,1,0.0,0,0,0,0.15,2
4093,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,360.5175,44,1,0.0,0,0,0,0.391,2
4094,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,33.1578,44,1,0.0,0,0,0,0.167,2
4095,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,90.3501,44,1,0.0,0,0,0,0.149,2
4096,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,182.1717,44,1,0.0,0,0,0,0.252,2
4097,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.7971,44,1,0.0,0,0,0,0.397,2
4098,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,363.2643,44,1,0.0,0,0,0,0.427,2
4099,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,453.6144,44,1,0.0,0,0,0,0.52,2
4100,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,361.989,44,1,0.0,0,0,0,0.515,4
4101,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,34.1388,44,1,0.0,0,0,0,0.175,4
4102,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,360.5175,44,1,0.0,0,0,0,0.76,4
4103,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,33.1578,44,1,0.0,0,0,0,0.255,4
4104,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,90.3501,44,1,0.0,0,0,0,0.218,4
4105,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,182.1717,44,1,0.0,0,0,0,0.393,4
4106,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.7971,44,1,0.0,0,0,0,0.563,4
4107,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,363.2643,44,1,0.0,0,0,0,0.668,4
4108,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,453.6144,44,1,0.0,0,0,0,0.925,4
4109,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,361.989,44,1,0.0,0,0,0,499.0,5
4110,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,34.1388,44,1,0.0,0,0,0,499.0,5
4111,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,360.5175,44,1,0.0,0,0,0,245.333,5
4112,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,33.1578,44,1,0.0,0,0,0,226.667,5
4113,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,90.3501,44,1,0.0,0,0,0,226.667,5
4114,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,182.1717,44,1,0.0,0,0,0,226.667,5
4115,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.7971,44,1,0.0,0,0,0,226.667,5
4116,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,363.2643,44,1,0.0,0,0,0,177.333,5
4117,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,453.6144,44,1,0.0,0,0,0,171.667,5
4118,11,1C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,361.989,44,1,0.0,0,0,0,1080.0,6
4119,11,1C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,34.1388,44,1,0.0,0,0,0,1080.0,6
4120,11,1C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,360.5175,44,1,0.0,0,0,0,870.0,6
4121,11,1C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,33.1578,44,1,0.0,0,0,0,430.0,6
4122,11,1C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,90.3501,44,1,0.0,0,0,0,430.0,6
4123,11,1C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,182.1717,44,1,0.0,0,0,0,430.0,6
4124,11,1C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,273.7971,44,1,0.0,0,0,0,430.0,6
4125,11,1C2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,363.2643,44,1,0.0,0,0,0,370.0,6
4126,11,1C2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,2]","[2,42]","[0,0]","[0,0]",2.0,[26.19],"[2,200x200x200,2]",[44],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,453.6144,44,1,0.0,0,0,0,320.0,6
4127,11,2A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,197.4753,35,1,0.0,0,0,0,0.062,2
4128,11,2A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,54.6417,35,1,0.0,0,0,0,0.036,2
4129,11,2A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,196.4943,35,1,0.0,0,0,0,0.069,2
4130,11,2A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,197.4753,35,1,0.0,0,0,0,0.076,2
4131,11,2A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,53.955,35,1,0.0,0,0,0,0.042,2
4132,11,2A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,291.5532,35,1,0.0,0,0,0,0.103,2
4133,11,2A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,393.381,35,1,0.0,0,0,0,0.148,2
4134,11,2A2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,486.7722,35,1,0.0,0,0,0,0.157,2
4135,11,2A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,197.4753,35,1,0.0,0,0,0,0.105,4
4136,11,2A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,54.6417,35,1,0.0,0,0,0,0.07,4
4137,11,2A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,196.4943,35,1,0.0,0,0,0,0.115,4
4138,11,2A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,197.4753,35,1,0.0,0,0,0,0.13,4
4139,11,2A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,53.955,35,1,0.0,0,0,0,0.075,4
4140,11,2A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,291.5532,35,1,0.0,0,0,0,0.175,4
4141,11,2A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,393.381,35,1,0.0,0,0,0,0.235,4
4142,11,2A2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,486.7722,35,1,0.0,0,0,0,0.34,4
4143,11,2A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,197.4753,35,1,0.0,0,0,0,139.5,5
4144,11,2A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,54.6417,35,1,0.0,0,0,0,139.5,5
4145,11,2A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,196.4943,35,1,0.0,0,0,0,155.5,5
4146,11,2A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,197.4753,35,1,0.0,0,0,0,155.5,5
4147,11,2A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,53.955,35,1,0.0,0,0,0,155.5,5
4148,11,2A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,291.5532,35,1,0.0,0,0,0,125.5,5
4149,11,2A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,393.381,35,1,0.0,0,0,0,89.5,5
4150,11,2A2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,486.7722,35,1,0.0,0,0,0,83.0,5
4151,11,2A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,197.4753,35,1,0.0,0,0,0,290.0,6
4152,11,2A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,54.6417,35,1,0.0,0,0,0,290.0,6
4153,11,2A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,196.4943,35,1,0.0,0,0,0,350.0,6
4154,11,2A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,197.4753,35,1,0.0,0,0,0,350.0,6
4155,11,2A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,53.955,35,1,0.0,0,0,0,350.0,6
4156,11,2A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,291.5532,35,1,0.0,0,0,0,250.0,6
4157,11,2A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,393.381,35,1,0.0,0,0,0,270.0,6
4158,11,2A2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,486.7722,35,1,0.0,0,0,0,170.0,6
4159,11,2A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,121.5459,35,1,0.0,0,0,0,0.049,2
4160,11,2A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,29.3319,35,1,0.0,0,0,0,0.034,2
4161,11,2A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,121.5459,35,1,0.0,0,0,0,0.047,2
4162,11,2A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.2148,35,1,0.0,0,0,0,0.026,2
4163,11,2A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,122.625,35,1,0.0,0,0,0,0.052,2
4164,11,2A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,29.3319,35,1,0.0,0,0,0,0.029,2
4165,11,2A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,180.504,35,1,0.0,0,0,0,0.069,2
4166,11,2A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.1294,35,1,0.0,0,0,0,0.08,2
4167,11,2A2d,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,362.4795,35,1,0.0,0,0,0,0.112,2
4168,11,2A2d,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,452.5353,35,1,0.0,0,0,0,0.148,2
4169,11,2A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,121.5459,35,1,0.0,0,0,0,0.115,4
4170,11,2A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,29.3319,35,1,0.0,0,0,0,0.08,4
4171,11,2A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,121.5459,35,1,0.0,0,0,0,0.115,4
4172,11,2A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.2148,35,1,0.0,0,0,0,0.07,4
4173,11,2A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,122.625,35,1,0.0,0,0,0,0.14,4
4174,11,2A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,29.3319,35,1,0.0,0,0,0,0.08,4
4175,11,2A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,180.504,35,1,0.0,0,0,0,0.195,4
4176,11,2A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.1294,35,1,0.0,0,0,0,0.215,4
4177,11,2A2d,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,362.4795,35,1,0.0,0,0,0,0.25,4
4178,11,2A2d,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,452.5353,35,1,0.0,0,0,0,0.265,4
4179,11,2A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,121.5459,35,1,0.0,0,0,0,154.5,5
4180,11,2A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,29.3319,35,1,0.0,0,0,0,182.0,5
4181,11,2A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,121.5459,35,1,0.0,0,0,0,124.5,5
4182,11,2A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.2148,35,1,0.0,0,0,0,124.5,5
4183,11,2A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,122.625,35,1,0.0,0,0,0,124.5,5
4184,11,2A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,29.3319,35,1,0.0,0,0,0,124.5,5
4185,11,2A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,180.504,35,1,0.0,0,0,0,124.5,5
4186,11,2A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.1294,35,1,0.0,0,0,0,97.0,5
4187,11,2A2d,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,362.4795,35,1,0.0,0,0,0,97.0,5
4188,11,2A2d,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,452.5353,35,1,0.0,0,0,0,97.0,5
4189,11,2A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,121.5459,35,1,0.0,0,0,0,390.0,6
4190,11,2A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,29.3319,35,1,0.0,0,0,0,410.0,6
4191,11,2A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,121.5459,35,1,0.0,0,0,0,300.0,6
4192,11,2A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.2148,35,1,0.0,0,0,0,300.0,6
4193,11,2A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,122.625,35,1,0.0,0,0,0,300.0,6
4194,11,2A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,29.3319,35,1,0.0,0,0,0,300.0,6
4195,11,2A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,180.504,35,1,0.0,0,0,0,300.0,6
4196,11,2A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,272.1294,35,1,0.0,0,0,0,230.0,6
4197,11,2A2d,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,362.4795,35,1,0.0,0,0,0,230.0,6
4198,11,2A2d,10,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,452.5353,35,1,0.0,0,0,0,230.0,6
4199,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,297.9297,35,1,0.0,0,0,0,0.203,2
4200,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,57.6828,35,1,0.0,0,0,0,0.063,2
4201,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,296.3601,35,1,0.0,0,0,0,0.188,2
4202,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,60.3315,35,1,0.0,0,0,0,0.119,2
4203,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,202.6746,35,1,0.0,0,0,0,0.218,2
4204,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,297.9297,35,1,0.0,0,0,0,0.34,2
4205,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,385.6311,35,1,0.0,0,0,0,0.326,2
4206,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,486.7722,35,1,0.0,0,0,0,0.48,2
4207,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,60,0.0,0.0,485.1045,35,1,0.0,0,0,0,0.582,2
4208,11,2B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,297.9297,35,1,0.0,0,0,0,0.203,4
4209,11,2B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,57.6828,35,1,0.0,0,0,0,0.063,4
4210,11,2B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,10,0.0,0.0,296.3601,35,1,0.0,0,0,0,0.188,4
4211,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,60.3315,35,1,0.0,0,0,0,0.178,4
4212,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,202.6746,35,1,0.0,0,0,0,0.298,4
4213,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,297.9297,35,1,0.0,0,0,0,0.53,4
4214,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,385.6311,35,1,0.0,0,0,0,0.54,4
4215,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,486.7722,35,1,0.0,0,0,0,0.758,4
4216,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,60,0.0,0.0,485.1045,35,1,0.0,0,0,0,0.873,4
4217,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,60.3315,35,1,0.0,0,0,0,393.75,5
4218,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,202.6746,35,1,0.0,0,0,0,370.25,5
4219,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,297.9297,35,1,0.0,0,0,0,370.25,5
4220,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,385.6311,35,1,0.0,0,0,0,285.0,5
4221,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,486.7722,35,1,0.0,0,0,0,285.0,5
4222,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,60,0.0,0.0,485.1045,35,1,0.0,0,0,0,285.0,5
4223,11,2B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,30,0.0,0.0,60.3315,35,1,0.0,0,0,0,650.0,6
4224,11,2B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,202.6746,35,1,0.0,0,0,0,650.0,6
4225,11,2B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,297.9297,35,1,0.0,0,0,0,650.0,6
4226,11,2B2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,385.6311,35,1,0.0,0,0,0,400.0,6
4227,11,2B2a,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,486.7722,35,1,0.0,0,0,0,400.0,6
4228,11,2B2a,9,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,26]","[0,0,0]","[0,0,0]",2.0,[26.19],"[2,200x200x200,2]",[35],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,60,0.0,0.0,485.1045,35,1,0.0,0,0,0,400.0,6
4229,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,197.5734,41,1,0.0,0,0,0,0.073,2
4230,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,57.7809,41,1,0.0,0,0,0,0.043,2
4231,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,57.7809,41,1,0.0,0,0,0,0.046,2
4232,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,196.8867,41,1,0.0,0,0,0,0.078,2
4233,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,291.2589,41,1,0.0,0,0,0,0.099,2
4234,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,392.4,41,1,0.0,0,0,0,0.134,2
4235,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,491.8734,41,1,0.0,0,0,0,0.169,2
4236,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,197.5734,41,1,0.0,0,0,0,0.12,4
4237,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,57.7809,41,1,0.0,0,0,0,0.078,4
4238,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,57.7809,41,1,0.0,0,0,0,0.083,4
4239,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,196.8867,41,1,0.0,0,0,0,0.138,4
4240,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,291.2589,41,1,0.0,0,0,0,0.18,4
4241,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,392.4,41,1,0.0,0,0,0,0.245,4
4242,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,491.8734,41,1,0.0,0,0,0,0.315,4
4243,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,197.5734,41,1,0.0,0,0,0,134.5,5
4244,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,57.7809,41,1,0.0,0,0,0,134.5,5
4245,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,57.7809,41,1,0.0,0,0,0,134.5,5
4246,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,196.8867,41,1,0.0,0,0,0,132.0,5
4247,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,291.2589,41,1,0.0,0,0,0,92.5,5
4248,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,392.4,41,1,0.0,0,0,0,82.0,5
4249,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,491.8734,41,1,0.0,0,0,0,82.0,5
4250,11,3A2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,197.5734,41,1,0.0,0,0,0,310.0,6
4251,11,3A2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,57.7809,41,1,0.0,0,0,0,310.0,6
4252,11,3A2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,57.7809,41,1,0.0,0,0,0,310.0,6
4253,11,3A2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,196.8867,41,1,0.0,0,0,0,310.0,6
4254,11,3A2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,291.2589,41,1,0.0,0,0,0,140.0,6
4255,11,3A2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,392.4,41,1,0.0,0,0,0,140.0,6
4256,11,3A2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[25],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,491.8734,41,1,0.0,0,0,0,140.0,6
4257,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,88.6824,41,1,0.0,0,0,0,0.033,2
4258,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.9015,41,1,0.0,0,0,0,0.026,2
4259,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.9015,41,1,0.0,0,0,0,0.029,2
4260,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,89.6634,41,1,0.0,0,0,0,0.041,2
4261,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,186.39,41,1,0.0,0,0,0,0.073,2
4262,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,279.1926,41,1,0.0,0,0,0,0.109,2
4263,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,375.9192,41,1,0.0,0,0,0,0.119,2
4264,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,467.8389,41,1,0.0,0,0,0,0.148,2
4265,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,88.6824,41,1,0.0,0,0,0,0.05,4
4266,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.9015,41,1,0.0,0,0,0,0.04,4
4267,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.9015,41,1,0.0,0,0,0,0.045,4
4268,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,89.6634,41,1,0.0,0,0,0,0.063,4
4269,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,186.39,41,1,0.0,0,0,0,0.135,4
4270,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,279.1926,41,1,0.0,0,0,0,0.188,4
4271,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,375.9192,41,1,0.0,0,0,0,0.228,4
4272,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,467.8389,41,1,0.0,0,0,0,0.275,4
4273,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,88.6824,41,1,0.0,0,0,0,136.0,5
4274,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.9015,41,1,0.0,0,0,0,136.0,5
4275,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.9015,41,1,0.0,0,0,0,136.0,5
4276,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,89.6634,41,1,0.0,0,0,0,136.0,5
4277,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,186.39,41,1,0.0,0,0,0,98.5,5
4278,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,279.1926,41,1,0.0,0,0,0,89.5,5
4279,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,375.9192,41,1,0.0,0,0,0,81.0,5
4280,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,467.8389,41,1,0.0,0,0,0,78.0,5
4281,11,3A2d,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,88.6824,41,1,0.0,0,0,0,190.0,6
4282,11,3A2d,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.9015,41,1,0.0,0,0,0,190.0,6
4283,11,3A2d,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,30.9015,41,1,0.0,0,0,0,190.0,6
4284,11,3A2d,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,89.6634,41,1,0.0,0,0,0,190.0,6
4285,11,3A2d,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,186.39,41,1,0.0,0,0,0,190.0,6
4286,11,3A2d,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,279.1926,41,1,0.0,0,0,0,190.0,6
4287,11,3A2d,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,375.9192,41,1,0.0,0,0,0,150.0,6
4288,11,3A2d,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,50.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[23.74],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[25],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,467.8389,41,1,0.0,0,0,0,100.0,6
4289,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,365.4225,41,1,0.0,0,0,0,0.205,2
4290,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,61.9011,41,1,0.0,0,0,0,0.104,2
4291,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,199.2411,41,1,0.0,0,0,0,0.15,2
4292,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,364.7358,41,1,0.0,0,0,0,0.228,2
4293,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,398.8746,41,1,0.0,0,0,0,0.248,2
4294,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,491.8734,41,1,0.0,0,0,0,0.344,2
4295,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,365.4225,41,1,0.0,0,0,0,0.255,4
4296,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,61.9011,41,1,0.0,0,0,0,0.123,4
4297,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,199.2411,41,1,0.0,0,0,0,0.188,4
4298,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,364.7358,41,1,0.0,0,0,0,0.285,4
4299,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,398.8746,41,1,0.0,0,0,0,0.308,4
4300,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,491.8734,41,1,0.0,0,0,0,0.53,4
4301,11,3B2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,365.4225,41,1,0.0,0,0,0,750.0,5
4302,11,3B2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,61.9011,41,1,0.0,0,0,0,750.0,5
4303,11,3B2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,199.2411,41,1,0.0,0,0,0,750.0,5
4304,11,3B2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,364.7358,41,1,0.0,0,0,0,750.0,5
4305,11,3B2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,398.8746,41,1,0.0,0,0,0,750.0,5
4306,11,3B2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,566.9,[6],[50],[1],[22],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,491.8734,41,1,0.0,0,0,0,930.0,5
4307,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,170.0073,41,1,0.0,0,0,0,0.112,2
4308,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,189.5292,41,1,0.0,0,0,0,0.124,2
4309,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,32.7654,41,1,0.0,0,0,0,0.068,2
4310,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,33.6483,41,1,0.0,0,0,0,0.078,2
4311,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,168.5358,41,1,0.0,0,0,0,0.126,2
4312,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,280.1736,41,1,0.0,0,0,0,0.175,2
4313,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,376.8021,41,1,0.0,0,0,0,0.209,2
4314,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,470.5857,41,1,0.0,0,0,0,0.257,2
4315,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,170.0073,41,1,0.0,0,0,0,0.13,4
4316,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,189.5292,41,1,0.0,0,0,0,0.158,4
4317,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,32.7654,41,1,0.0,0,0,0,0.083,4
4318,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,33.6483,41,1,0.0,0,0,0,0.093,4
4319,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,168.5358,41,1,0.0,0,0,0,0.148,4
4320,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,280.1736,41,1,0.0,0,0,0,0.32,4
4321,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,376.8021,41,1,0.0,0,0,0,0.495,4
4322,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,470.5857,41,1,0.0,0,0,0,0.59,4
4323,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,170.0073,41,1,0.0,0,0,0,455.0,5
4324,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,189.5292,41,1,0.0,0,0,0,350.0,5
4325,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,32.7654,41,1,0.0,0,0,0,350.0,5
4326,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,33.6483,41,1,0.0,0,0,0,350.0,5
4327,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,168.5358,41,1,0.0,0,0,0,350.0,5
4328,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,280.1736,41,1,0.0,0,0,0,167.5,5
4329,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,376.8021,41,1,0.0,0,0,0,130.0,5
4330,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,470.5857,41,1,0.0,0,0,0,117.0,5
4331,11,3B2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,170.0073,41,1,0.0,0,0,0,560.0,6
4332,11,3B2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,189.5292,41,1,0.0,0,0,0,560.0,6
4333,11,3B2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,32.7654,41,1,0.0,0,0,0,560.0,6
4334,11,3B2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,33.6483,41,1,0.0,0,0,0,560.0,6
4335,11,3B2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,168.5358,41,1,0.0,0,0,0,560.0,6
4336,11,3B2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,280.1736,41,1,0.0,0,0,0,430.0,6
4337,11,3B2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,376.8021,41,1,0.0,0,0,0,230.0,6
4338,11,3B2b,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[50],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,470.5857,41,1,0.0,0,0,0,230.0,6
4339,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.081,41,1,0.0,0,0,0,0.089,2
4340,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,120.8592,41,1,0.0,0,0,0,0.098,2
4341,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.7592,41,1,0.0,0,0,0,0.05,2
4342,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.3668,41,1,0.0,0,0,0,0.067,2
4343,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,122.1345,41,1,0.0,0,0,0,0.104,2
4344,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,200.4183,41,1,0.0,0,0,0,0.146,2
4345,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,402.4062,41,1,0.0,0,0,0,0.232,2
4346,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,502.9587,41,1,0.0,0,0,0,0.298,2
4347,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.081,41,1,0.0,0,0,0,0.138,4
4348,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,120.8592,41,1,0.0,0,0,0,0.173,4
4349,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.7592,41,1,0.0,0,0,0,0.078,4
4350,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.3668,41,1,0.0,0,0,0,0.105,4
4351,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,122.1345,41,1,0.0,0,0,0,0.155,4
4352,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,200.4183,41,1,0.0,0,0,0,0.28,4
4353,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,402.4062,41,1,0.0,0,0,0,0.44,4
4354,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,502.9587,41,1,0.0,0,0,0,0.803,4
4355,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.081,41,1,0.0,0,0,0,338.5,5
4356,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,120.8592,41,1,0.0,0,0,0,241.5,5
4357,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.7592,41,1,0.0,0,0,0,241.5,5
4358,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.3668,41,1,0.0,0,0,0,241.5,5
4359,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,122.1345,41,1,0.0,0,0,0,206.5,5
4360,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,200.4183,41,1,0.0,0,0,0,153.0,5
4361,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,402.4062,41,1,0.0,0,0,0,121.5,5
4362,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,502.9587,41,1,0.0,0,0,0,107.0,5
4363,11,3B2c,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,99.081,41,1,0.0,0,0,0,600.0,6
4364,11,3B2c,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,120.8592,41,1,0.0,0,0,0,410.0,6
4365,11,3B2c,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.7592,41,1,0.0,0,0,0,410.0,6
4366,11,3B2c,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,22.3668,41,1,0.0,0,0,0,410.0,6
4367,11,3B2c,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,122.1345,41,1,0.0,0,0,0,410.0,6
4368,11,3B2c,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,200.4183,41,1,0.0,0,0,0,250.0,6
4369,11,3B2c,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,402.4062,41,1,0.0,0,0,0,250.0,6
4370,11,3B2c,8,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,100.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[50],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,502.9587,41,1,0.0,0,0,0,250.0,6
4371,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,478.9242,41,1,0.0,0,0,0,0.553,2
4372,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,35.316,41,1,0.0,0,0,0,0.233,2
4373,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,35.316,41,1,0.0,0,0,0,0.236,2
4374,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,192.6684,41,1,0.0,0,0,0,0.32,2
4375,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,380.4318,41,1,0.0,0,0,0,0.517,2
4376,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,479.9052,41,1,0.0,0,0,0,0.561,2
4377,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,519.5376,41,1,0.0,0,0,0,0.735,2
4378,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,478.9242,41,1,0.0,0,0,0,1.24,4
4379,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,35.316,41,1,0.0,0,0,0,0.595,4
4380,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,35.316,41,1,0.0,0,0,0,0.58,4
4381,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,192.6684,41,1,0.0,0,0,0,0.683,4
4382,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,380.4318,41,1,0.0,0,0,0,1.013,4
4383,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,479.9052,41,1,0.0,0,0,0,1.138,4
4384,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,519.5376,41,1,0.0,0,0,0,1.388,4
4385,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,478.9242,41,1,0.0,0,0,0,174.0,5
4386,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,35.316,41,1,0.0,0,0,0,174.0,5
4387,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,35.316,41,1,0.0,0,0,0,174.0,5
4388,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,192.6684,41,1,0.0,0,0,0,174.0,5
4389,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,380.4318,41,1,0.0,0,0,0,174.0,5
4390,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,479.9052,41,1,0.0,0,0,0,174.0,5
4391,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,519.5376,41,1,0.0,0,0,0,174.0,5
4392,11,3C2a,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,478.9242,41,1,0.0,0,0,0,320.0,6
4393,11,3C2a,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,35.316,41,1,0.0,0,0,0,320.0,6
4394,11,3C2a,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,35.316,41,1,0.0,0,0,0,320.0,6
4395,11,3C2a,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,192.6684,41,1,0.0,0,0,0,320.0,6
4396,11,3C2a,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,380.4318,41,1,0.0,0,0,0,320.0,6
4397,11,3C2a,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,479.9052,41,1,0.0,0,0,0,320.0,6
4398,11,3C2a,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,556.6,[8],[100],[1],[21],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,519.5376,41,1,0.0,0,0,0,320.0,6
4399,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,261.7308,41,1,0.0,0,0,0,0.176,2
4400,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,24.2307,41,1,0.0,0,0,0,0.228,2
4401,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,24.2307,41,1,0.0,0,0,0,0.25,2
4402,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,202.2822,41,1,0.0,0,0,0,0.383,2
4403,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,261.7308,41,1,0.0,0,0,0,0.226,2
4404,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,402.8967,41,1,0.0,0,0,0,0.464,2
4405,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,503.6454,41,1,0.0,0,0,0,0.513,2
4406,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,261.7308,41,1,0.0,0,0,0,0.303,4
4407,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,24.2307,41,1,0.0,0,0,0,0.265,4
4408,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,24.2307,41,1,0.0,0,0,0,0.298,4
4409,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,202.2822,41,1,0.0,0,0,0,0.458,4
4410,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,261.7308,41,1,0.0,0,0,0,0.35,4
4411,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,402.8967,41,1,0.0,0,0,0,0.843,4
4412,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,503.6454,41,1,0.0,0,0,0,1.15,4
4413,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,261.7308,41,1,0.0,0,0,0,243.0,5
4414,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,24.2307,41,1,0.0,0,0,0,243.0,5
4415,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,24.2307,41,1,0.0,0,0,0,243.0,5
4416,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,202.2822,41,1,0.0,0,0,0,475.0,5
4417,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,261.7308,41,1,0.0,0,0,0,475.0,5
4418,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,402.8967,41,1,0.0,0,0,0,190.0,5
4419,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,503.6454,41,1,0.0,0,0,0,158.0,5
4420,11,3C2b,1,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,261.7308,41,1,0.0,0,0,0,490.0,6
4421,11,3C2b,2,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,24.2307,41,1,0.0,0,0,0,490.0,6
4422,11,3C2b,3,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,24.2307,41,1,0.0,0,0,0,490.0,6
4423,11,3C2b,4,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,202.2822,41,1,0.0,0,0,0,1170.0,6
4424,11,3C2b,5,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,261.7308,41,1,0.0,0,0,0,1170.0,6
4425,11,3C2b,6,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,402.8967,41,1,0.0,0,0,0,490.0,6
4426,11,3C2b,7,0,Rißverhalten von Stahlbetonkörpern bei Zugbeanspruchung,1976,0,Germany,Universität Stuttgart,0,"Rehm, Eligehausen, Mallée",2200.0,2200.0,2200.0,2200.0,200.0,50,"[1,3,0]","[2,7,32]","[0,0,0]","[0,0,0]",2.0,[30.21],"[2,200x200x200,2]",[41],[0],"[0,0,0]","[0,0,0]",[0],"[0,0,0]",[0],"[1,0,0,0,0.7,15,0,0,0]",0.0,2,586.5,[10],[100],[1],[20],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,0,3,2,0.0,1,0.0,0.0,503.6454,41,1,0.0,0,0,0,260.0,6
4427,12,1.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,5.0,1
4428,12,1.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,5.0,1
4429,12,1.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.161,2
4430,12,1.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.233,2
4431,12,1.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.215,4
4432,12,1.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.308,4
4433,12,1.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,153.3,5
4434,12,1.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,153.3,5
4435,12,1.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,205.0,6
4436,12,1.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196273.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,205.0,6
4437,12,1.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,4.0,1
4438,12,1.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,4.0,1
4439,12,1.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.176,2
4440,12,1.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.253,2
4441,12,1.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.217,4
4442,12,1.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.31,4
4443,12,1.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,182.5,5
4444,12,1.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,182.5,5
4445,12,1.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,235.0,6
4446,12,1.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196029.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,235.0,6
4447,12,1.12.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,5.0,1
4448,12,1.12.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,5.0,1
4449,12,1.12.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.15,2
4450,12,1.12.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.22,2
4451,12,1.12.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.17,4
4452,12,1.12.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.252,4
4453,12,1.12.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,133.3,5
4454,12,1.12.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,133.3,5
4455,12,1.12.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,150.0,6
4456,12,1.12.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184879.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,150.0,6
4457,12,1.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,5.0,1
4458,12,1.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,5.0,1
4459,12,1.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.156,2
4460,12,1.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.229,2
4461,12,1.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.189,4
4462,12,1.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.284,4
4463,12,1.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,125.0,5
4464,12,1.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,125.0,5
4465,12,1.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,175.0,6
4466,12,1.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198975.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,175.0,6
4467,12,1.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,4.0,1
4468,12,1.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,4.0,1
4469,12,1.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.187,2
4470,12,1.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.28,2
4471,12,1.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.2,4
4472,12,1.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.3,4
4473,12,1.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,166.7,5
4474,12,1.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,166.7,5
4475,12,1.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,200.0,6
4476,12,1.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198886.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,200.0,6
4477,12,1.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,4.0,1
4478,12,1.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,4.0,1
4479,12,1.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.181,2
4480,12,1.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.27,2
4481,12,1.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.193,4
4482,12,1.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.29,4
4483,12,1.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,166.7,5
4484,12,1.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,166.7,5
4485,12,1.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,205.0,6
4486,12,1.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199171.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,205.0,6
4487,12,1.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,6.0,1
4488,12,1.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,6.0,1
4489,12,1.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.122,2
4490,12,1.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.183,2
4491,12,1.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.135,4
4492,12,1.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.205,4
4493,12,1.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,100.0,5
4494,12,1.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,100.0,5
4495,12,1.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,130.0,6
4496,12,1.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",196724.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,130.0,6
4497,12,1.24.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,5.0,1
4498,12,1.24.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,5.0,1
4499,12,1.24.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.16,2
4500,12,1.24.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.236,2
4501,12,1.24.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.185,4
4502,12,1.24.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.265,4
4503,12,1.24.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,125.0,5
4504,12,1.24.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,125.0,5
4505,12,1.24.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,140.0,6
4506,12,1.24.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198758.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,140.0,6
4507,12,1.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,5.0,1
4508,12,1.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,5.0,1
4509,12,1.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.164,2
4510,12,1.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.238,2
4511,12,1.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.176,4
4512,12,1.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.251,4
4513,12,1.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,115.0,5
4514,12,1.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,115.0,5
4515,12,1.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,125.0,6
4516,12,1.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198627.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,125.0,6
4517,12,1.8.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435.0,2,412.0,[8],[40],[1],[36],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,3.0,1
4518,12,1.8.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435.0,2,412.0,[8],[40],[1],[36],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.254,2
4519,12,1.8.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435.0,2,412.0,[8],[40],[1],[36],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.286,4
4520,12,1.8.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435.0,2,412.0,[8],[40],[1],[36],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,2.0,1
4521,12,1.8.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435.0,2,412.0,[8],[40],[1],[36],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.322,2
4522,12,1.8.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435.0,2,412.0,[8],[40],[1],[36],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.324,4
4523,12,1.8.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435.0,2,412.0,[8],[40],[1],[36],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,280.0,5
4524,12,1.8.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",192435.0,2,412.0,[8],[40],[1],[36],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,280.0,6
4525,12,1.8.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184394.0,2,412.0,[8],[40],[1],[36],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,3.0,1
4526,12,1.8.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184394.0,2,412.0,[8],[40],[1],[36],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.231,2
4527,12,1.8.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[26.49],"[2,200x200x200,1]",[28],[2.26],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",184394.0,2,412.0,[8],[40],[1],[36],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.27,4
4528,12,2.12.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,4.0,1
4529,12,2.12.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,4.0,1
4530,12,2.12.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.171,2
4531,12,2.12.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.247,2
4532,12,2.12.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.18,4
4533,12,2.12.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.261,4
4534,12,2.12.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,157.5,5
4535,12,2.12.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,157.5,5
4536,12,2.12.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,165.0,6
4537,12,2.12.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",183735.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,165.0,6
4538,12,2.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,3.0,1
4539,12,2.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,3.0,1
4540,12,2.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.182,2
4541,12,2.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.261,2
4542,12,2.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.197,4
4543,12,2.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.278,4
4544,12,2.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,175.0,5
4545,12,2.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,175.0,5
4546,12,2.12.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,215.0,6
4547,12,2.12.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",190585.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,215.0,6
4548,12,2.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,4.0,1
4549,12,2.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,4.0,1
4550,12,2.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.176,2
4551,12,2.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.247,2
4552,12,2.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.235,4
4553,12,2.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.325,4
4554,12,2.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,172.5,5
4555,12,2.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,172.5,5
4556,12,2.12.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,225.0,6
4557,12,2.12.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",179836.0,2,412.0,[12],[40],[1],[34],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,225.0,6
4558,12,2.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,4.0,1
4559,12,2.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,4.0,1
4560,12,2.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.18,2
4561,12,2.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.265,2
4562,12,2.18.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.195,4
4563,12,2.18.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191804.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.285,4
4564,12,2.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[28],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,5.0,1
4565,12,2.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[28],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,5.0,1
4566,12,2.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[28],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.143,2
4567,12,2.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[28],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.212,2
4568,12,2.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[28],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.16,4
4569,12,2.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[28],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.237,4
4570,12,2.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[28],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,121.7,5
4571,12,2.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[28],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,121.7,5
4572,12,2.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[28],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,125.0,6
4573,12,2.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[28],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,125.0,6
4574,12,2.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,4.0,1
4575,12,2.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,4.0,1
4576,12,2.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.178,2
4577,12,2.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.263,2
4578,12,2.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.198,4
4579,12,2.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.299,4
4580,12,2.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,162.5,5
4581,12,2.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,162.5,5
4582,12,2.18.5,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,170.0,6
4583,12,2.18.5,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195118.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,170.0,6
4584,12,2.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,4.0,1
4585,12,2.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,4.0,1
4586,12,2.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.183,2
4587,12,2.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.273,2
4588,12,2.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.225,4
4589,12,2.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.337,4
4590,12,2.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,148.3,5
4591,12,2.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,148.3,5
4592,12,2.24.2,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,185.0,6
4593,12,2.24.2,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197714.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,185.0,6
4594,12,2.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,4.0,1
4595,12,2.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,4.0,1
4596,12,2.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.191,2
4597,12,2.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.282,2
4598,12,2.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.233,4
4599,12,2.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.339,4
4600,12,2.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,187.5,5
4601,12,2.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,187.5,5
4602,12,2.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,205.0,6
4603,12,2.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193836.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,205.0,6
4604,12,2.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,3.0,1
4605,12,2.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,3.0,1
4606,12,2.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.219,2
4607,12,2.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.318,2
4608,12,2.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,0.243,4
4609,12,2.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,0.348,4
4610,12,2.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,215.0,5
4611,12,2.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,215.0,5
4612,12,2.24.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,7,1,0.0,0,0,0,245.0,6
4613,12,2.24.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[7],[0],[0],2.0,[38.36],"[2,200x200x200,1]",[7],[2.83],"[1,150x300,2]",[7],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",198603.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,7,1,0.0,0,0,0,245.0,6
4614,12,3.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,5.0,1
4615,12,3.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,5.0,1
4616,12,3.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.147,2
4617,12,3.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.215,2
4618,12,3.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.171,4
4619,12,3.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.25,4
4620,12,3.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,150.0,5
4621,12,3.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,150.0,5
4622,12,3.18.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,160.0,6
4623,12,3.18.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",191766.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,160.0,6
4624,12,3.18.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,4.0,1
4625,12,3.18.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,4.0,1
4626,12,3.18.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.177,2
4627,12,3.18.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.262,2
4628,12,3.18.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.21,4
4629,12,3.18.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.31,4
4630,12,3.18.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,166.7,5
4631,12,3.18.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,166.7,5
4632,12,3.18.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,180.0,6
4633,12,3.18.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",193384.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,180.0,6
4634,12,3.18.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,3.0,1
4635,12,3.18.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,3.0,1
4636,12,3.18.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.211,2
4637,12,3.18.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.31,2
4638,12,3.18.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.258,4
4639,12,3.18.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.375,4
4640,12,3.18.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,210.0,5
4641,12,3.18.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,210.0,5
4642,12,3.18.6,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,225.0,6
4643,12,3.18.6,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",197890.0,2,412.0,[18],[40],[1],[31],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,225.0,6
4644,12,3.24.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,4.0,1
4645,12,3.24.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,4.0,1
4646,12,3.24.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.171,2
4647,12,3.24.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.256,2
4648,12,3.24.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.197,4
4649,12,3.24.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.299,4
4650,12,3.24.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,143.3,5
4651,12,3.24.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,143.3,5
4652,12,3.24.1,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,175.0,6
4653,12,3.24.1,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",0.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,175.0,6
4654,12,3.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195054.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,5.0,1
4655,12,3.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195054.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,5.0,1
4656,12,3.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195054.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.146,2
4657,12,3.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195054.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.221,2
4658,12,3.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195054.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.166,4
4659,12,3.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195054.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.275,4
4660,12,3.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195054.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,125.0,5
4661,12,3.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195054.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,125.0,5
4662,12,3.24.3,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195054.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,160.0,6
4663,12,3.24.3,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",195054.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,160.0,6
4664,12,3.24.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199394.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,5.0,1
4665,12,3.24.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199394.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,5.0,1
4666,12,3.24.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199394.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.147,2
4667,12,3.24.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199394.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.218,2
4668,12,3.24.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199394.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,0.185,4
4669,12,3.24.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199394.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,0.218,4
4670,12,3.24.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199394.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,103.3,5
4671,12,3.24.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199394.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,103.3,5
4672,12,3.24.4,1,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199394.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,294.3,28,1,0.0,0,0,0,115.0,6
4673,12,3.24.4,2,https://doi.org/10.1002/best.198300370,"Die Arbeitslinie ""eingebetteter Stähle"" bei Erst- und Kurzzeitbelastung",1977,0,Austria,Universität Innsbruck,0,Gerhard Hartl,750.0,750.0,500.0,500.0,80.0,80,[0],[28],[0],[0],2.0,[48.36],"[2,200x200x200,1]",[28],[3.14],"[1,150x300,2]",[28],[0],"[0,0,0]",[0],"[1,0,0,0,0.69,16,0,0,0]",199394.0,2,412.0,[24],[40],[1],[28],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,412.02,28,1,0.0,0,0,0,115.0,6
4674,13,T1A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.066,2
4675,13,T1A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.058,2
4676,13,T1A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.056,2
4677,13,T1A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.055,2
4678,13,T1A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.068,2
4679,13,T1A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.09,4
4680,13,T1A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.1,4
4681,13,T1A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.1,4
4682,13,T1A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.12,4
4683,13,T1A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[52.4],"[1,152.4x304.8,0]",[28],[2.62],"[1,152.4x304.8,2]",[28],[32062],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,426.1,"[9.53,9.53]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.12,4
4684,13,T1B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.071,2
4685,13,T1B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.077,2
4686,13,T1B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.077,2
4687,13,T1B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.093,2
4688,13,T1B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.13,4
4689,13,T1B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.24,4
4690,13,T1B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.24,4
4691,13,T1B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.28,4
4692,13,T1B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,95.3,5
4693,13,T1B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.57],"[1,152.4x304.8,0]",[28],[2.67],"[1,152.4x304.8,2]",[28],[31234],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.54,9.53,0,0,0]",0.0,2,435.4,"[9.525,9.525]","[17.46,109.54]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,112.0,6
4694,13,T2A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.029,2
4695,13,T2A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.036,2
4696,13,T2A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.045,2
4697,13,T2A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.046,2
4698,13,T2A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.059,2
4699,13,T2A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.05,4
4700,13,T2A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.06,4
4701,13,T2A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.06,4
4702,13,T2A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.06,4
4703,13,T2A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.08,4
4704,13,T2A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,108.9,5
4705,13,T2A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.88],"[1,152.4x304.8,2]",[28],[32544],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,362.0,"[11.3,11.3]","[18.35,108.65]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,91.4,6
4706,13,T2B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.074,2
4707,13,T2B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.081,2
4708,13,T2B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.082,2
4709,13,T2B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.096,2
4710,13,T2B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.109,2
4711,13,T2B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.11,4
4712,13,T2B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.13,4
4713,13,T2B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.14,4
4714,13,T2B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.13,4
4715,13,T2B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.17,4
4716,13,T2B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,84.7,5
4717,13,T2B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.75],"[1,152.4x304.8,0]",[28],[2.71],"[1,152.4x304.8,2]",[28],[33096],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.1,"[11.3,11.3]","[24.7,102.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,118.4,6
4718,13,T3A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.036,2
4719,13,T3A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.039,2
4720,13,T3A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.058,2
4721,13,T3A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.067,2
4722,13,T3A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.067,2
4723,13,T3A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.08,4
4724,13,T3A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.06,4
4725,13,T3A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.1,4
4726,13,T3A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.1,4
4727,13,T3A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.11,4
4728,13,T3A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,127.0,5
4729,13,T3A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.54],"[1,152.4x304.8,0]",[28],[2.75],"[1,152.4x304.8,2]",[28],[34268],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,374.4,"[12.7,12.7]","[19.05,107.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,132.3,6
4730,13,T3B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.057,2
4731,13,T3B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.065,2
4732,13,T3B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.077,2
4733,13,T3B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.099,2
4734,13,T3B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.113,2
4735,13,T3B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.08,4
4736,13,T3B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.1,4
4737,13,T3B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.1,4
4738,13,T3B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.14,4
4739,13,T3B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.16,4
4740,13,T3B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,108.9,5
4741,13,T3B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,127.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[49.78],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[31993],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,375.8,"[12.7,12.7]","[25.4,101.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,93.0,6
4742,13,T4A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.031,2
4743,13,T4A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.061,2
4744,13,T4A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.077,2
4745,13,T4A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.083,2
4746,13,T4A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.088,2
4747,13,T4A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.05,4
4748,13,T4A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.07,4
4749,13,T4A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.16,4
4750,13,T4A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.16,4
4751,13,T4A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.18,4
4752,13,T4A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,152.4,5
4753,13,T4A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.78],"[1,152.4x304.8,0]",[28],[2.61],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,360.6,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,150.9,6
4754,13,T4B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.028,2
4755,13,T4B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.04,2
4756,13,T4B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.092,2
4757,13,T4B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.094,2
4758,13,T4B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.04,4
4759,13,T4B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.06,4
4760,13,T4B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.16,4
4761,13,T4B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.16,4
4762,13,T4B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,127.0,5
4763,13,T4B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.68],"[1,152.4x304.8,2]",[28],[33992],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,365.8,"[11.3,11.3]","[18.35,159.45]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,113.5,6
4764,13,T5A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.036,2
4765,13,T5A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.037,2
4766,13,T5A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.049,2
4767,13,T5A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.059,2
4768,13,T5A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.079,2
4769,13,T5A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.06,4
4770,13,T5A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.08,4
4771,13,T5A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.12,4
4772,13,T5A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.14,4
4773,13,T5A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.16,4
4774,13,T5A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,152.4,5
4775,13,T5A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.2],"[1,152.4x304.8,0]",[28],[2.63],"[1,152.4x304.8,2]",[28],[31372],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.0,"[12.7,12.7]","[19.05,158.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,163.6,6
4776,13,T5B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.05,2
4777,13,T5B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.063,2
4778,13,T5B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.067,2
4779,13,T5B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.071,2
4780,13,T5B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.083,2
4781,13,T5B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.08,4
4782,13,T5B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.09,4
4783,13,T5B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.1,4
4784,13,T5B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.106,4
4785,13,T5B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.13,4
4786,13,T5B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,127.0,5
4787,13,T5B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.06],"[1,152.4x304.8,0]",[28],[2.43],"[1,152.4x304.8,2]",[28],[32269],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,152.4]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,137.4,6
4788,13,T6A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.045,2
4789,13,T6A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.051,2
4790,13,T6A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.057,2
4791,13,T6A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.072,2
4792,13,T6A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.083,2
4793,13,T6A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.08,4
4794,13,T6A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.1,4
4795,13,T6A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.1,4
4796,13,T6A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.14,4
4797,13,T6A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.14,4
4798,13,T6A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,127.0,5
4799,13,T6A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[55.71],"[1,152.4x304.8,0]",[28],[2.72],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,385.4,"[16,16]","[20.7,157.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,146.0,6
4800,13,T6B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.051,2
4801,13,T6B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.066,2
4802,13,T6B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.072,2
4803,13,T6B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.099,2
4804,13,T6B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.123,2
4805,13,T6B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.1,4
4806,13,T6B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.1,4
4807,13,T6B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.16,4
4808,13,T6B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.17,4
4809,13,T6B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.2,4
4810,13,T6B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,108.9,5
4811,13,T6B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[58.68],"[1,152.4x304.8,0]",[28],[2.96],"[1,152.4x304.8,2]",[28],[34613],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,370.6,"[16,16]","[27.05,150.75]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,91.2,6
4812,13,T7A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.039,2
4813,13,T7A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.061,2
4814,13,T7A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.059,2
4815,13,T7A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.062,2
4816,13,T7A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.067,2
4817,13,T7A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.08,4
4818,13,T7A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.094,4
4819,13,T7A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.11,4
4820,13,T7A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.12,4
4821,13,T7A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.12,4
4822,13,T7A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,190.5,5
4823,13,T7A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[51.3],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31648],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.4,"[12.7,12.7]","[19.05,234.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,168.4,6
4824,13,T7B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.027,2
4825,13,T7B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.045,2
4826,13,T7B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.069,2
4827,13,T7B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.087,2
4828,13,T7B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.106,2
4829,13,T7B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.04,4
4830,13,T7B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.06,4
4831,13,T7B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.1,4
4832,13,T7B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.126,4
4833,13,T7B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.16,4
4834,13,T7B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,254.0,5
4835,13,T7B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[50.47],"[1,152.4x304.8,0]",[28],[2.48],"[1,152.4x304.8,2]",[28],[31717],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,371.3,"[12.7,12.7]","[25.4,228.6]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,218.2,6
4836,13,T8A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.041,2
4837,13,T8A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.054,2
4838,13,T8A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.056,2
4839,13,T8A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.064,2
4840,13,T8A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.073,2
4841,13,T8A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.1,4
4842,13,T8A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.1,4
4843,13,T8A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.1,4
4844,13,T8A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.12,4
4845,13,T8A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.14,4
4846,13,T8A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,190.5,5
4847,13,T8A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.37],"[1,152.4x304.8,0]",[28],[2.1],"[1,152.4x304.8,2]",[28],[35647],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,373.7,"[16,16]","[20.7,233.3]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,193.8,6
4848,13,T8B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.066,2
4849,13,T8B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.069,2
4850,13,T8B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.077,2
4851,13,T8B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.086,2
4852,13,T8B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.1,2
4853,13,T8B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.12,4
4854,13,T8B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.12,4
4855,13,T8B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.14,4
4856,13,T8B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.14,4
4857,13,T8B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.2,4
4858,13,T8B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,152.4,5
4859,13,T8B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[61.43],"[1,152.4x304.8,0]",[28],[1.79],"[1,152.4x304.8,2]",[28],[34958],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,372.3,"[16,16]","[27.05,226.95]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,295.4,6
4860,13,T9A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.065,2
4861,13,T9A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.07,2
4862,13,T9A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.077,2
4863,13,T9A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.073,2
4864,13,T9A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.086,2
4865,13,T9A,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.1,4
4866,13,T9A,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.1,4
4867,13,T9A,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.12,4
4868,13,T9A,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.14,4
4869,13,T9A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.14,4
4870,13,T9A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,152.4,5
4871,13,T9A,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[60.33],"[1,152.4x304.8,0]",[28],[2.28],"[1,152.4x304.8,2]",[28],[34406],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,430.9,"[19.05,19.05]","[22.23,231.78]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,197.6,6
4872,13,T9B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.066,2
4873,13,T9B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.073,2
4874,13,T9B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.081,2
4875,13,T9B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.088,2
4876,13,T9B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.096,2
4877,13,T9B,1,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,28,1,0.0,0,0,0,0.12,4
4878,13,T9B,2,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,28,1,0.0,0,0,0,0.13,4
4879,13,T9B,3,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,28,1,0.0,0,0,0,0.14,4
4880,13,T9B,4,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,28,1,0.0,0,0,0,0.15,4
4881,13,T9B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,0.16,4
4882,13,T9B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,127.0,5
4883,13,T9B,5,0,Cracking Behavior of Reinforced Concrete Members Subjected to Tensile Membrane Forces,1981,0,Canada,University of Manitoba,0,M. El-Shahawi,762.0,762.0,609.6,609.6,254.0,304.79999999999995,"[7,3]","[7,21]","[0,0]","[0,0]",0.0,[57.99],"[1,152.4x304.8,0]",[28],[2.54],"[1,152.4x304.8,2]",[28],[35578],"[1,152.4x304.8,1]",[28],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,442.7,"[19.05,19.05]","[28.58,225.43]","[4,4]","[12.7,12.7]","[11.3,11.3]","[76.2,76.2]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,28,1,0.0,0,0,0,195.3,6
4884,14,TZ1,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[60,540]","[2,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,1,0.0,200.0,0.0,60,1,440.0,2,35,0,12.0,1
4885,14,TZ1,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[60,540]","[2,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,100,0.0,200.0,0.0,60,1,440.0,2,35,0,16.0,1
4886,14,TZ1,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[60,540]","[2,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,1,0.0,200.0,0.0,60,1,440.0,2,35,0,0.16,4
4887,14,TZ1,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[60,540]","[2,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,100,0.0,200.0,0.0,60,1,440.0,2,35,0,0.16,4
4888,14,TZ2,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[60,540]","[3,2]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,1,0.0,200.0,0.0,60,1,440.0,2,35,0,8.0,1
4889,14,TZ2,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[60,540]","[3,2]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,1,0.0,200.0,0.0,60,1,440.0,2,35,0,0.16,4
4890,14,TZ3,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[85,540]","[3,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,1,0.0,200.0,0.0,60,1,440.0,2,35,0,11.0,1
4891,14,TZ3,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[85,540]","[3,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,100,0.0,200.0,0.0,60,1,440.0,2,35,0,13.0,1
4892,14,TZ3,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[85,540]","[3,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,1,0.0,200.0,0.0,60,1,440.0,2,35,0,0.16,4
4893,14,TZ3,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[85,540]","[3,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,100,0.0,200.0,0.0,60,1,440.0,2,35,0,0.34,4
4894,14,TZ4,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[60,515]","[3,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,1,0.0,200.0,0.0,60,1,440.0,2,35,0,10.0,1
4895,14,TZ4,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[60,515]","[3,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,100,0.0,200.0,0.0,60,1,440.0,2,35,0,10.0,1
4896,14,TZ4,1,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[60,515]","[3,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,1,0.0,200.0,0.0,60,1,440.0,2,35,0,0.21,4
4897,14,TZ4,2,0,The Observed and Predicted Cracking Behavior of Four Partially Prestressed Concrete Beam Sections,1981,The New Zealand Insitution of Engineers,New Zealand,University of Canterbury,0,"John A. Dean, Robert Park, Lim C. Tian",8590.0,4570.0,2070.0,2070.0,600.0,300,[0],[0],[0],[0],0.0,[33],"[1,150x300,0]",[60],[5],"[3,300x75x75,3]",[60],[0],"[0,0,0]",[0],"[0,0,0,0,0.45,0,0,0,0]",0.0,2,297.0,"[20,20]","[60,515]","[3,3]","[50,50]",[0],[0],6.0,150.0,1S12,2,1850.0,0.0,0.0,0,0,"[1,1]","[0,0]","[235.6,235.6]","[150,450]","[137.5,137.5]",1,3,0,2,3,2,0.0,100,0.0,200.0,0.0,60,1,440.0,2,35,0,0.24,4
4898,15,2A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,40]","[0,0]","[0,0]",0.0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,47,1,0.0,0,0,0,0.027,2
4899,15,2A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,40]","[0,0]","[0,0]",0.0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,47,1,0.0,0,0,0,0.052,2
4900,15,2A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,40]","[0,0]","[0,0]",0.0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,47,1,0.0,0,0,0,0.067,2
4901,15,2A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,40]","[0,0]","[0,0]",0.0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,47,1,0.0,0,0,0,0.08,2
4902,15,2A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,40]","[0,0]","[0,0]",0.0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,47,1,0.0,0,0,0,0.095,2
4903,15,2A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,40]","[0,0]","[0,0]",0.0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,47,1,0.0,0,0,0,0.03,4
4904,15,2A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,40]","[0,0]","[0,0]",0.0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,47,1,0.0,0,0,0,0.07,4
4905,15,2A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,40]","[0,0]","[0,0]",0.0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,47,1,0.0,0,0,0,0.09,4
4906,15,2A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,40]","[0,0]","[0,0]",0.0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,47,1,0.0,0,0,0,0.11,4
4907,15,2A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,40]","[0,0]","[0,0]",0.0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,47,1,0.0,0,0,0,0.13,4
4908,15,2A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,40]","[0,0]","[0,0]",0.0,[46.58],"[1,152.4x304.8,0]",[47],[2.75],"[1,152.4x304.8,2]",[47],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,47,1,0.0,0,0,0,108.9,5
4909,15,2B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,61]","[0,0]","[0,0]",0.0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,68,1,0.0,0,0,0,0.043,2
4910,15,2B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,61]","[0,0]","[0,0]",0.0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,68,1,0.0,0,0,0,0.045,2
4911,15,2B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,61]","[0,0]","[0,0]",0.0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,68,1,0.0,0,0,0,0.067,2
4912,15,2B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,61]","[0,0]","[0,0]",0.0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,68,1,0.0,0,0,0,0.07,2
4913,15,2B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,61]","[0,0]","[0,0]",0.0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,68,1,0.0,0,0,0,0.09,4
4914,15,2B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,61]","[0,0]","[0,0]",0.0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,68,1,0.0,0,0,0,0.09,4
4915,15,2B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,61]","[0,0]","[0,0]",0.0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,68,1,0.0,0,0,0,0.12,4
4916,15,2B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,61]","[0,0]","[0,0]",0.0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,68,1,0.0,0,0,0,0.13,4
4917,15,2B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,61]","[0,0]","[0,0]",0.0,[53.66],"[1,152.4x304.8,0]",[68],[2.76],"[1,152.4x304.8,2]",[68],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,68,1,0.0,0,0,0,127.0,5
4918,15,2C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,85]","[0,0]","[0,0]",0.0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,92,1,0.0,0,0,0,0.059,2
4919,15,2C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,85]","[0,0]","[0,0]",0.0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,92,1,0.0,0,0,0,0.083,2
4920,15,2C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,85]","[0,0]","[0,0]",0.0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,92,1,0.0,0,0,0,0.085,2
4921,15,2C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,85]","[0,0]","[0,0]",0.0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,92,1,0.0,0,0,0,0.093,2
4922,15,2C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,85]","[0,0]","[0,0]",0.0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,92,1,0.0,0,0,0,0.075,4
4923,15,2C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,85]","[0,0]","[0,0]",0.0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,92,1,0.0,0,0,0,0.12,4
4924,15,2C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,85]","[0,0]","[0,0]",0.0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,92,1,0.0,0,0,0,0.12,4
4925,15,2C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,85]","[0,0]","[0,0]",0.0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,92,1,0.0,0,0,0,0.14,4
4926,15,2C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,85]","[0,0]","[0,0]",0.0,[53.98],"[1,152.4x304.8,0]",[92],[2.84],"[1,152.4x304.8,2]",[92],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,92,1,0.0,0,0,0,108.9,5
4927,15,4A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,53]","[0,0]","[0,0]",0.0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,60,1,0.0,0,0,0,0.068,2
4928,15,4A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,53]","[0,0]","[0,0]",0.0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,60,1,0.0,0,0,0,0.077,2
4929,15,4A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,53]","[0,0]","[0,0]",0.0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,60,1,0.0,0,0,0,0.086,2
4930,15,4A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,53]","[0,0]","[0,0]",0.0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,60,1,0.0,0,0,0,0.106,2
4931,15,4A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,53]","[0,0]","[0,0]",0.0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,60,1,0.0,0,0,0,0.116,2
4932,15,4A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,53]","[0,0]","[0,0]",0.0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,60,1,0.0,0,0,0,0.09,4
4933,15,4A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,53]","[0,0]","[0,0]",0.0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,60,1,0.0,0,0,0,0.1,4
4934,15,4A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,53]","[0,0]","[0,0]",0.0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,60,1,0.0,0,0,0,0.13,4
4935,15,4A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,53]","[0,0]","[0,0]",0.0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,60,1,0.0,0,0,0,0.18,4
4936,15,4A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,53]","[0,0]","[0,0]",0.0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,60,1,0.0,0,0,0,0.18,4
4937,15,4A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,53]","[0,0]","[0,0]",0.0,[47.39],"[1,152.4x304.8,0]",[60],[2.45],"[1,152.4x304.8,2]",[60],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,60,1,0.0,0,0,0,127.0,5
4938,15,4B,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,74]","[0,0]","[0,0]",0.0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,81,1,0.0,0,0,0,0.062,2
4939,15,4B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,74]","[0,0]","[0,0]",0.0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,81,1,0.0,0,0,0,0.075,2
4940,15,4B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,74]","[0,0]","[0,0]",0.0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,81,1,0.0,0,0,0,0.096,2
4941,15,4B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,74]","[0,0]","[0,0]",0.0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,81,1,0.0,0,0,0,0.116,2
4942,15,4B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,74]","[0,0]","[0,0]",0.0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,81,1,0.0,0,0,0,0.125,2
4943,15,4B,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,74]","[0,0]","[0,0]",0.0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,81,1,0.0,0,0,0,0.09,4
4944,15,4B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,74]","[0,0]","[0,0]",0.0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,81,1,0.0,0,0,0,0.105,4
4945,15,4B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,74]","[0,0]","[0,0]",0.0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,81,1,0.0,0,0,0,0.12,4
4946,15,4B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,74]","[0,0]","[0,0]",0.0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,81,1,0.0,0,0,0,0.14,4
4947,15,4B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,74]","[0,0]","[0,0]",0.0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,81,1,0.0,0,0,0,0.15,4
4948,15,4B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,74]","[0,0]","[0,0]",0.0,[47.31],"[1,152.4x304.8,0]",[81],[2.52],"[1,152.4x304.8,2]",[81],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,81,1,0.0,0,0,0,127.0,5
4949,15,4C,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,98]","[0,0]","[0,0]",0.0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,105,1,0.0,0,0,0,0.078,2
4950,15,4C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,98]","[0,0]","[0,0]",0.0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,105,1,0.0,0,0,0,0.085,2
4951,15,4C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,98]","[0,0]","[0,0]",0.0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,105,1,0.0,0,0,0,0.107,2
4952,15,4C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,98]","[0,0]","[0,0]",0.0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,105,1,0.0,0,0,0,0.125,2
4953,15,4C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,98]","[0,0]","[0,0]",0.0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,105,1,0.0,0,0,0,0.149,2
4954,15,4C,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,98]","[0,0]","[0,0]",0.0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,105,1,0.0,0,0,0,0.1,4
4955,15,4C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,98]","[0,0]","[0,0]",0.0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,105,1,0.0,0,0,0,0.13,4
4956,15,4C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,98]","[0,0]","[0,0]",0.0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,105,1,0.0,0,0,0,0.14,4
4957,15,4C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,98]","[0,0]","[0,0]",0.0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,105,1,0.0,0,0,0,0.16,4
4958,15,4C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,98]","[0,0]","[0,0]",0.0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,105,1,0.0,0,0,0,0.18,4
4959,15,4C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,98]","[0,0]","[0,0]",0.0,[45.2],"[1,152.4x304.8,0]",[105],[2.29],"[1,152.4x304.8,2]",[105],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,105,1,0.0,0,0,0,127.0,5
4960,15,6A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,46]","[0,0]","[0,0]",0.0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,53,1,0.0,0,0,0,0.041,2
4961,15,6A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,46]","[0,0]","[0,0]",0.0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,53,1,0.0,0,0,0,0.052,2
4962,15,6A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,46]","[0,0]","[0,0]",0.0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,53,1,0.0,0,0,0,0.07,2
4963,15,6A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,46]","[0,0]","[0,0]",0.0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,53,1,0.0,0,0,0,0.085,2
4964,15,6A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,46]","[0,0]","[0,0]",0.0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,53,1,0.0,0,0,0,0.09,2
4965,15,6A,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,46]","[0,0]","[0,0]",0.0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,53,1,0.0,0,0,0,0.041,4
4966,15,6A,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,46]","[0,0]","[0,0]",0.0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,53,1,0.0,0,0,0,0.088,4
4967,15,6A,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,46]","[0,0]","[0,0]",0.0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,53,1,0.0,0,0,0,0.11,4
4968,15,6A,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,46]","[0,0]","[0,0]",0.0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,53,1,0.0,0,0,0,0.11,4
4969,15,6A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,46]","[0,0]","[0,0]",0.0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,53,1,0.0,0,0,0,0.15,4
4970,15,6A,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,46]","[0,0]","[0,0]",0.0,[44.21],"[1,152.4x304.8,0]",[53],[2.73],"[1,152.4x304.8,2]",[53],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,53,1,0.0,0,0,0,108.9,5
4971,15,6B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,67]","[0,0]","[0,0]",0.0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,74,1,0.0,0,0,0,0.079,2
4972,15,6B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,67]","[0,0]","[0,0]",0.0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,74,1,0.0,0,0,0,0.085,2
4973,15,6B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,67]","[0,0]","[0,0]",0.0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,74,1,0.0,0,0,0,0.111,2
4974,15,6B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,67]","[0,0]","[0,0]",0.0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,74,1,0.0,0,0,0,0.112,2
4975,15,6B,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,67]","[0,0]","[0,0]",0.0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,74,1,0.0,0,0,0,0.1,4
4976,15,6B,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,67]","[0,0]","[0,0]",0.0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,74,1,0.0,0,0,0,0.12,4
4977,15,6B,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,67]","[0,0]","[0,0]",0.0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,74,1,0.0,0,0,0,0.14,4
4978,15,6B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,67]","[0,0]","[0,0]",0.0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,74,1,0.0,0,0,0,0.16,4
4979,15,6B,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,67]","[0,0]","[0,0]",0.0,[48.62],"[1,152.4x304.8,0]",[74],[2.91],"[1,152.4x304.8,2]",[74],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,74,1,0.0,0,0,0,108.9,5
4980,15,6C,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,93]","[0,0]","[0,0]",0.0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,100,1,0.0,0,0,0,0.029,2
4981,15,6C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,93]","[0,0]","[0,0]",0.0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,100,1,0.0,0,0,0,0.071,2
4982,15,6C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,93]","[0,0]","[0,0]",0.0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,100,1,0.0,0,0,0,0.103,2
4983,15,6C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,93]","[0,0]","[0,0]",0.0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,100,1,0.0,0,0,0,0.11,2
4984,15,6C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,93]","[0,0]","[0,0]",0.0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,100,1,0.0,0,0,0,0.147,2
4985,15,6C,1,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,93]","[0,0]","[0,0]",0.0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,206.9,100,1,0.0,0,0,0,0.04,4
4986,15,6C,2,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,93]","[0,0]","[0,0]",0.0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,241.3,100,1,0.0,0,0,0,0.075,4
4987,15,6C,3,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,93]","[0,0]","[0,0]",0.0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,275.8,100,1,0.0,0,0,0,0.14,4
4988,15,6C,4,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,93]","[0,0]","[0,0]",0.0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,310.3,100,1,0.0,0,0,0,0.17,4
4989,15,6C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,93]","[0,0]","[0,0]",0.0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,100,1,0.0,0,0,0,0.21,4
4990,15,6C,5,0,Effects of Transverse Reinforcement on Crack Pattern in Reinforced Concrete Members Under Pure Tension,1982,0,Canda,University of Manitoba,0,C.K. Kwok,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,93]","[0,0]","[0,0]",0.0,[51.14],"[1,152.4x304.8,0]",[100],[2.68],"[1,152.4x304.8,2]",[100],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,457.1,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,1,0.0,1,0.0,0.0,344.8,100,1,0.0,0,0,0,127.0,5
4991,16,1,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,43]","[0,0]","[0,0]",0.0,[49.51],"[1,152.4x304.8,0]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,50,1,0.0,0,0,0,0.056,2
4992,16,1,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,43]","[0,0]","[0,0]",0.0,[49.51],"[1,152.4x304.8,0]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,50,1,0.0,0,0,0,0.058,2
4993,16,1,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,43]","[0,0]","[0,0]",0.0,[49.51],"[1,152.4x304.8,0]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,50,1,0.0,0,0,0,0.078,2
4994,16,1,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,43]","[0,0]","[0,0]",0.0,[49.51],"[1,152.4x304.8,0]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,50,1,0.0,0,0,0,0.1,4
4995,16,1,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,43]","[0,0]","[0,0]",0.0,[49.51],"[1,152.4x304.8,0]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,50,1,0.0,0,0,0,0.1,4
4996,16,1,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,43]","[0,0]","[0,0]",0.0,[49.51],"[1,152.4x304.8,0]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,50,1,0.0,0,0,0,0.12,4
4997,16,1,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,43]","[0,0]","[0,0]",0.0,[49.51],"[1,152.4x304.8,0]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,50,1,0.0,0,0,0,96.0,5
4998,16,1,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,43]","[0,0]","[0,0]",0.0,[49.51],"[1,152.4x304.8,0]",[50],[3.14],"[1,152.4x304.8,2]",[50],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,449.4,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]","[11.3,11.3]","[215.9,215.9]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,50,1,0.0,0,0,0,134.9,6
4999,16,2,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,51]","[0,0]","[0,0]",0.0,[54.7],"[1,152.4x304.8,0]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,58,1,0.0,0,0,0,0.073,2
5000,16,2,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,51]","[0,0]","[0,0]",0.0,[54.7],"[1,152.4x304.8,0]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,58,1,0.0,0,0,0,0.083,2
5001,16,2,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,51]","[0,0]","[0,0]",0.0,[54.7],"[1,152.4x304.8,0]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,58,1,0.0,0,0,0,0.08,2
5002,16,2,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,51]","[0,0]","[0,0]",0.0,[54.7],"[1,152.4x304.8,0]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,58,1,0.0,0,0,0,0.093,2
5003,16,2,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,51]","[0,0]","[0,0]",0.0,[54.7],"[1,152.4x304.8,0]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,58,1,0.0,0,0,0,0.08,4
5004,16,2,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,51]","[0,0]","[0,0]",0.0,[54.7],"[1,152.4x304.8,0]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,58,1,0.0,0,0,0,0.14,4
5005,16,2,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,51]","[0,0]","[0,0]",0.0,[54.7],"[1,152.4x304.8,0]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,58,1,0.0,0,0,0,0.14,4
5006,16,2,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,51]","[0,0]","[0,0]",0.0,[54.7],"[1,152.4x304.8,0]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,58,1,0.0,0,0,0,0.18,4
5007,16,2,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,51]","[0,0]","[0,0]",0.0,[54.7],"[1,152.4x304.8,0]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,58,1,0.0,0,0,0,103.9,5
5008,16,2,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,51]","[0,0]","[0,0]",0.0,[54.7],"[1,152.4x304.8,0]",[58],[2.92],"[1,152.4x304.8,2]",[58],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,452.7,"[11.3,11.3]","[24.7,153.1]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,58,1,0.0,0,0,0,194.6,6
5009,16,3,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,70,1,0.0,0,0,0,0.085,2
5010,16,3,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,70,1,0.0,0,0,0,0.105,2
5011,16,3,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,70,1,0.0,0,0,0,0.13,2
5012,16,3,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,70,1,0.0,0,0,0,0.158,2
5013,16,3,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,70,1,0.0,0,0,0,0.156,2
5014,16,3,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,70,1,0.0,0,0,0,0.09,4
5015,16,3,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,70,1,0.0,0,0,0,0.115,4
5016,16,3,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,70,1,0.0,0,0,0,0.16,4
5017,16,3,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,70,1,0.0,0,0,0,0.2,4
5018,16,3,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,70,1,0.0,0,0,0,0.2,4
5019,16,3,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,70,1,0.0,0,0,0,137.2,5
5020,16,3,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,63]","[0,0]","[0,0]",0.0,[54.06],"[1,152.4x304.8,0]",[70],[2.84],"[1,152.4x304.8,2]",[70],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,480.4,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[50.8,50.8]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,70,1,0.0,0,0,0,160.3,6
5021,16,4,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,72,1,0.0,0,0,0,0.081,2
5022,16,4,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,72,1,0.0,0,0,0,0.089,2
5023,16,4,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,72,1,0.0,0,0,0,0.105,2
5024,16,4,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,72,1,0.0,0,0,0,0.135,2
5025,16,4,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,72,1,0.0,0,0,0,0.147,2
5026,16,4,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,72,1,0.0,0,0,0,0.09,4
5027,16,4,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,72,1,0.0,0,0,0,0.11,4
5028,16,4,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,72,1,0.0,0,0,0,0.12,4
5029,16,4,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,72,1,0.0,0,0,0,0.18,4
5030,16,4,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,72,1,0.0,0,0,0,0.22,4
5031,16,4,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,72,1,0.0,0,0,0,101.9,5
5032,16,4,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,65]","[0,0]","[0,0]",0.0,[52.02],"[1,152.4x304.8,0]",[72],[2.68],"[1,152.4x304.8,2]",[72],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,456.5,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[101.6,101.6]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,72,1,0.0,0,0,0,110.0,6
5033,16,5,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,77,1,0.0,0,0,0,0.058,2
5034,16,5,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,77,1,0.0,0,0,0,0.092,2
5035,16,5,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,77,1,0.0,0,0,0,0.135,2
5036,16,5,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,77,1,0.0,0,0,0,0.168,2
5037,16,5,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,77,1,0.0,0,0,0,0.166,2
5038,16,5,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,77,1,0.0,0,0,0,0.06,4
5039,16,5,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,77,1,0.0,0,0,0,0.1,4
5040,16,5,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,77,1,0.0,0,0,0,0.18,4
5041,16,5,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,77,1,0.0,0,0,0,0.22,4
5042,16,5,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,77,1,0.0,0,0,0,0.22,4
5043,16,5,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,77,1,0.0,0,0,0,155.7,5
5044,16,5,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,70]","[0,0]","[0,0]",0.0,[47.96],"[1,152.4x304.8,0]",[77],[2.72],"[1,152.4x304.8,2]",[77],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,483.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[152.4,152.4]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,77,1,0.0,0,0,0,165.9,6
5045,16,6,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,83,1,0.0,0,0,0,0.092,2
5046,16,6,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,83,1,0.0,0,0,0,0.127,2
5047,16,6,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,83,1,0.0,0,0,0,0.133,2
5048,16,6,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,83,1,0.0,0,0,0,0.156,2
5049,16,6,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,83,1,0.0,0,0,0,0.184,2
5050,16,6,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,83,1,0.0,0,0,0,0.1,4
5051,16,6,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,83,1,0.0,0,0,0,0.15,4
5052,16,6,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,83,1,0.0,0,0,0,0.18,4
5053,16,6,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,83,1,0.0,0,0,0,0.2,4
5054,16,6,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,83,1,0.0,0,0,0,0.22,4
5055,16,6,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,83,1,0.0,0,0,0,129.8,5
5056,16,6,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,76]","[0,0]","[0,0]",0.0,[55.52],"[1,152.4x304.8,0]",[83],[2.61],"[1,152.4x304.8,2]",[83],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,454.9,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]","[11.3,11.3]","[266.7,266.7]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,83,1,0.0,0,0,0,138.2,6
5057,16,7,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,89,1,0.0,0,0,0,0.097,2
5058,16,7,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,89,1,0.0,0,0,0,0.116,2
5059,16,7,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,89,1,0.0,0,0,0,0.137,2
5060,16,7,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,89,1,0.0,0,0,0,0.162,2
5061,16,7,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,89,1,0.0,0,0,0,0.188,2
5062,16,7,1,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,206.9,89,1,0.0,0,0,0,0.1,4
5063,16,7,2,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,241.3,89,1,0.0,0,0,0,0.13,4
5064,16,7,3,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,275.8,89,1,0.0,0,0,0,0.16,4
5065,16,7,4,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,310.3,89,1,0.0,0,0,0,0.18,4
5066,16,7,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,89,1,0.0,0,0,0,0.22,4
5067,16,7,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,89,1,0.0,0,0,0,123.7,5
5068,16,7,5,0,Behaviour of Reinforced Concrete in Tension at Post-Cracking Range,1983,0,Canada,University of Manitoba,0,Lee Siw Hwang,762.0,762.0,609.6,609.6,177.79999999999998,304.79999999999995,"[7,3]","[7,82]","[0,0]","[0,0]",0.0,[51.62],"[1,152.4x304.8,0]",[89],[2.68],"[1,152.4x304.8,2]",[89],[0],"[0,0,0]",[0],"[1,0,0,0,0.5,9.53,0,0,0]",0.0,2,468.7,"[11.3,11.3]","[43.75,134.05]","[4,4]","[12.7,12.7]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,0,2,3,2,0.0,1,0.0,0.0,344.8,89,1,0.0,0,0,0,143.8,6
5069,17,PD1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2,0.0,6.71,0.0,28,1,65.41,3,2,0,0.1,2
5070,17,PD1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,6.71,0.0,28,1,65.41,3,2,0,0.03,2
5071,17,PD1,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,500000,0.0,9.97,0.0,28,1,65.41,3,2,0,0.28,2
5072,17,PD1,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,160000,0.0,9.97,0.0,28,1,65.41,3,2,0,0.28,2
5073,17,PD1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2500,0.0,6.71,0.0,28,1,65.41,3,2,0,0.12,2
5074,17,PD1,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1100000,0.0,9.97,0.0,28,2,65.41,3,2,0,0.35,2
5075,17,PD1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,500000,0.0,6.71,0.0,28,1,65.41,3,2,0,0.15,2
5076,17,PD1,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,10000,0.0,9.97,0.0,28,1,65.41,3,2,0,0.25,2
5077,17,PD1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,50000,0.0,6.71,0.0,28,1,65.41,3,2,0,0.13,2
5078,17,PD1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3,0.0,6.71,0.0,28,1,65.41,3,2,0,0.1,2
5079,17,PD1,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1000000,0.0,9.97,0.0,28,2,65.41,3,2,0,0.32,2
5080,17,PD1,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3,0.0,9.97,0.0,28,1,65.41,3,2,0,0.17,2
5081,17,PD1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1000000,0.0,6.71,0.0,28,2,65.41,3,2,0,0.17,2
5082,17,PD1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,750000,0.0,6.71,0.0,28,2,65.41,3,2,0,0.16,2
5083,17,PD1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1100000,0.0,6.71,0.0,28,2,65.41,3,2,0,0.19,2
5084,17,PD1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,9.97,0.0,28,1,65.41,3,2,0,0.14,2
5085,17,PD1,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,750000,0.0,9.97,0.0,28,2,65.41,3,2,0,0.31,2
5086,17,PD1,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2500,0.0,9.97,0.0,28,1,65.41,3,2,0,0.23,2
5087,17,PD1,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2,0.0,9.97,0.0,28,1,65.41,3,2,0,0.16,2
5088,17,PD1,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,50000,0.0,9.97,0.0,28,1,65.41,3,2,0,0.27,2
5089,17,PD1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,10000,0.0,6.71,0.0,28,1,65.41,3,2,0,0.13,2
5090,17,PD1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,160000,0.0,6.71,0.0,28,1,65.41,3,2,0,0.14,2
5091,17,PD2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,11.19,0.0,20,1,108.14,3,2,0,0.02,2
5092,17,PD2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,2,0.0,11.19,0.0,20,1,108.14,3,2,0,0.13,2
5093,17,PD2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,3,0.0,11.19,0.0,20,1,108.14,3,2,0,0.14,2
5094,17,PD2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,11.19,0.0,20,1,108.14,3,2,0,0.25,2
5095,17,PD2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,2,0.0,11.19,0.0,20,1,108.14,3,2,0,0.27,2
5096,17,PD2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.02],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,3,0.0,11.19,0.0,20,1,108.14,3,2,0,0.28,2
5097,17,PD3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,2,0.0,15.25,0.0,26,1,165.61,3,2,0,0.07,2
5098,17,PD3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,3,0.0,15.25,0.0,26,1,165.61,3,2,0,0.07,2
5099,17,PD3,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1890000,0.0,23.39,0.0,26,4,165.61,3,2,0,0.94,2
5100,17,PD3,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1800000,0.0,23.39,0.0,26,4,165.61,3,2,0,0.74,2
5101,17,PD3,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1680000,0.0,15.25,0.0,26,3,165.61,3,2,0,0.22,2
5102,17,PD3,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1930000,0.0,15.25,0.0,26,4,165.61,3,2,0,0.78,2
5103,17,PD3,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,2500,0.0,23.39,0.0,26,1,165.61,3,2,0,0.21,2
5104,17,PD3,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1100000,0.0,23.39,0.0,26,2,165.61,3,2,0,0.31,2
5105,17,PD3,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1940000,0.0,15.25,0.0,26,4,165.61,3,2,0,1.08,2
5106,17,PD3,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,10000,0.0,23.39,0.0,26,1,165.61,3,2,0,0.21,2
5107,17,PD3,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1250000,0.0,23.39,0.0,26,3,165.61,3,2,0,0.33,2
5108,17,PD3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,50000,0.0,15.25,0.0,26,1,165.61,3,2,0,0.1,2
5109,17,PD3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1250000,0.0,15.25,0.0,26,3,165.61,3,2,0,0.17,2
5110,17,PD3,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,250000,0.0,23.39,0.0,26,1,165.61,3,2,0,0.28,2
5111,17,PD3,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,100000,0.0,23.39,0.0,26,1,165.61,3,2,0,0.24,2
5112,17,PD3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,100000,0.0,15.25,0.0,26,1,165.61,3,2,0,0.1,2
5113,17,PD3,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,750000,0.0,23.39,0.0,26,2,165.61,3,2,0,0.29,2
5114,17,PD3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,250000,0.0,15.25,0.0,26,1,165.61,3,2,0,0.11,2
5115,17,PD3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,750000,0.0,15.25,0.0,26,2,165.61,3,2,0,0.13,2
5116,17,PD3,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,50000,0.0,23.39,0.0,26,1,165.61,3,2,0,0.23,2
5117,17,PD3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,2500,0.0,15.25,0.0,26,1,165.61,3,2,0,0.08,2
5118,17,PD3,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1800000,0.0,15.25,0.0,26,4,165.61,3,2,0,0.5,2
5119,17,PD3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1100000,0.0,15.25,0.0,26,2,165.61,3,2,0,0.15,2
5120,17,PD3,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,23.39,0.0,26,1,165.61,3,2,0,0.16,2
5121,17,PD3,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1890000,0.0,15.25,0.0,26,4,165.61,3,2,0,0.66,2
5122,17,PD3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,10000,0.0,15.25,0.0,26,1,165.61,3,2,0,0.09,2
5123,17,PD3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,15.25,0.0,26,1,165.61,3,2,0,0.03,2
5124,17,PD3,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,3,0.0,23.39,0.0,26,1,165.61,3,2,0,0.18,2
5125,17,PD3,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1750000,0.0,15.25,0.0,26,4,165.61,3,2,0,0.48,2
5126,17,PD3,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1380000,0.0,23.39,0.0,26,3,165.61,3,2,0,0.34,2
5127,17,PD3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1750000,0.0,23.39,0.0,26,4,165.61,3,2,0,0.43,2
5128,17,PD3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1680000,0.0,23.39,0.0,26,3,165.61,3,2,0,0.43,2
5129,17,PD3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1750000,0.0,23.39,0.0,26,4,165.61,3,2,0,0.7,2
5130,17,PD3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1680000,0.0,23.39,0.0,26,3,165.61,3,2,0,0.7,2
5131,17,PD3,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1930000,0.0,23.59,0.0,26,4,165.61,3,2,0,1.12,2
5132,17,PD3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1380000,0.0,15.25,0.0,26,3,165.61,3,2,0,0.18,2
5133,17,PD3,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,2,0.0,23.39,0.0,26,1,165.61,3,2,0,0.18,2
5134,17,PP1D1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3500000,0.0,19.83,0.0,20,6,42.31,3,2,0,0.22,2
5135,17,PP1D1,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3000000,0.0,13.22,0.0,20,5,42.31,3,2,0,0.16,2
5136,17,PP1D1,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4000000,0.0,19.83,0.0,20,7,42.31,3,2,0,0.23,2
5137,17,PP1D1,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1500000,0.0,19.83,0.0,20,2,42.31,3,2,0,0.23,2
5138,17,PP1D1,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,5000000,0.0,19.83,0.0,20,9,42.31,3,2,0,0.23,2
5139,17,PP1D1,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2500000,0.0,19.83,0.0,20,4,42.31,3,2,0,0.22,2
5140,17,PP1D1,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2,0.0,19.83,0.0,20,1,42.31,3,2,0,0.21,2
5141,17,PP1D1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,10000,0.0,13.22,0.0,20,1,42.31,3,2,0,0.16,2
5142,17,PP1D1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1500000,0.0,13.22,0.0,20,2,42.31,3,2,0,0.17,2
5143,17,PP1D1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,500000,0.0,13.22,0.0,20,1,42.31,3,2,0,0.16,2
5144,17,PP1D1,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4000000,0.0,13.22,0.0,20,7,42.31,3,2,0,0.17,2
5145,17,PP1D1,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,5000000,0.0,13.22,0.0,20,9,42.31,3,2,0,0.17,2
5146,17,PP1D1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,13.22,0.0,20,9,42.31,3,2,0,0.12,2
5147,17,PP1D1,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,10000,0.0,19.83,0.0,20,1,42.31,3,2,0,0.21,2
5148,17,PP1D1,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2500,0.0,19.83,0.0,20,1,42.31,3,2,0,0.21,2
5149,17,PP1D1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3,0.0,13.22,0.0,20,1,42.31,3,2,0,0.15,2
5150,17,PP1D1,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3,0.0,19.83,0.0,20,1,42.31,3,2,0,0.21,2
5151,17,PP1D1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2000000,0.0,13.22,0.0,20,3,42.31,3,2,0,0.17,2
5152,17,PP1D1,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4500000,0.0,19.83,0.0,20,8,42.31,3,2,0,0.23,2
5153,17,PP1D1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2,0.0,13.22,0.0,20,1,42.31,3,2,0,0.15,2
5154,17,PP1D1,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3500000,0.0,13.22,0.0,20,6,42.31,3,2,0,0.17,2
5155,17,PP1D1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1000000,0.0,13.22,0.0,20,1,42.31,3,2,0,0.16,2
5156,17,PP1D1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2500000,0.0,13.22,0.0,20,4,42.31,3,2,0,0.16,2
5157,17,PP1D1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,150000,0.0,13.22,0.0,20,1,42.31,3,2,0,0.16,2
5158,17,PP1D1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,50000,0.0,13.22,0.0,20,1,42.31,3,2,0,0.16,2
5159,17,PP1D1,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3000000,0.0,19.83,0.0,20,5,42.31,3,2,0,0.22,2
5160,17,PP1D1,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,19.83,0.0,20,9,42.31,3,2,0,0.21,2
5161,17,PP1D1,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2000000,0.0,19.83,0.0,20,3,42.31,3,2,0,0.23,2
5162,17,PP1D1,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1000000,0.0,19.83,0.0,20,1,42.31,3,2,0,0.22,2
5163,17,PP1D1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2500,0.0,13.22,0.0,20,1,42.31,3,2,0,0.16,2
5164,17,PP1D1,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,50000,0.0,19.83,0.0,20,1,42.31,3,2,0,0.22,2
5165,17,PP1D1,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4500000,0.0,13.22,0.0,20,8,42.31,3,2,0,0.17,2
5166,17,PP1D1,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,150000,0.0,19.83,0.0,20,1,42.31,3,2,0,0.22,2
5167,17,PP1D1,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,500000,0.0,19.83,0.0,20,1,42.31,3,2,0,0.22,2
5168,17,PP1D2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,12.71,0.0,20,1,35.6,3,2,0,0.1,2
5169,17,PP1D2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2,0.0,12.71,0.0,20,1,35.6,3,2,0,0.12,2
5170,17,PP1D2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3,0.0,12.71,0.0,20,1,35.6,3,2,0,0.12,2
5171,17,PP1D2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1000,0.0,12.71,0.0,20,1,35.6,3,2,0,0.12,2
5172,17,PP1D2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,10000,0.0,12.71,0.0,20,1,35.6,3,2,0,0.12,2
5173,17,PP1D2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,50000,0.0,12.71,0.0,20,1,35.6,3,2,0,0.12,2
5174,17,PP1D2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,150000,0.0,12.71,0.0,20,1,35.6,3,2,0,0.12,2
5175,17,PP1D2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,500000,0.0,12.71,0.0,20,1,35.6,3,2,0,0.12,2
5176,17,PP1D2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1000000,0.0,12.71,0.0,20,2,35.6,3,2,0,0.12,2
5177,17,PP1D2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1500000,0.0,12.71,0.0,20,3,35.6,3,2,0,0.12,2
5178,17,PP1D2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2000000,0.0,12.71,0.0,20,4,35.6,3,2,0,0.12,2
5179,17,PP1D2,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2500000,0.0,12.71,0.0,20,5,35.6,3,2,0,0.12,2
5180,17,PP1D2,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3000000,0.0,12.71,0.0,20,6,35.6,3,2,0,0.12,2
5181,17,PP1D2,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3500000,0.0,12.71,0.0,20,7,35.6,3,2,0,0.12,2
5182,17,PP1D2,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4000000,0.0,12.71,0.0,20,8,35.6,3,2,0,0.12,2
5183,17,PP1D2,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4500000,0.0,12.71,0.0,20,9,35.6,3,2,0,0.12,2
5184,17,PP1D2,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,5000000,0.0,12.71,0.0,20,9,35.6,3,2,0,0.12,2
5185,17,PP1D2,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,19.32,0.0,20,1,35.6,3,2,0,0.16,2
5186,17,PP1D2,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2,0.0,19.32,0.0,20,1,35.6,3,2,0,0.16,2
5187,17,PP1D2,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3,0.0,19.32,0.0,20,1,35.6,3,2,0,0.16,2
5188,17,PP1D2,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1000,0.0,19.32,0.0,20,1,35.6,3,2,0,0.16,2
5189,17,PP1D2,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,10000,0.0,19.32,0.0,20,1,35.6,3,2,0,0.16,2
5190,17,PP1D2,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,50000,0.0,19.32,0.0,20,1,35.6,3,2,0,0.16,2
5191,17,PP1D2,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,150000,0.0,19.32,0.0,20,1,35.6,3,2,0,0.17,2
5192,17,PP1D2,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,500000,0.0,19.32,0.0,20,1,35.6,3,2,0,0.17,2
5193,17,PP1D2,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1000000,0.0,19.32,0.0,20,2,35.6,3,2,0,0.17,2
5194,17,PP1D2,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1500000,0.0,19.32,0.0,20,3,35.6,3,2,0,0.17,2
5195,17,PP1D2,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2000000,0.0,19.32,0.0,20,4,35.6,3,2,0,0.17,2
5196,17,PP1D2,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2500000,0.0,19.32,0.0,20,5,35.6,3,2,0,0.17,2
5197,17,PP1D2,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3000000,0.0,19.32,0.0,20,6,35.6,3,2,0,0.16,2
5198,17,PP1D2,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3500000,0.0,19.32,0.0,20,7,35.6,3,2,0,0.16,2
5199,17,PP1D2,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4000000,0.0,19.32,0.0,20,8,35.6,3,2,0,0.16,2
5200,17,PP1D2,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4500000,0.0,19.32,0.0,20,9,35.6,3,2,0,0.16,2
5201,17,PP1D2,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,5000000,0.0,19.32,0.0,20,9,35.6,3,2,0,0.17,2
5202,17,PP1D3,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,10000,0.0,25.52,0.0,22,1,56.72,3,2,0,0.14,2
5203,17,PP1D3,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000000,0.0,25.52,0.0,22,9,56.72,3,2,0,0.17,2
5204,17,PP1D3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3,0.0,17.02,0.0,22,1,56.72,3,2,0,0.11,2
5205,17,PP1D3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2000000,0.0,25.52,0.0,22,3,56.72,3,2,0,0.16,2
5206,17,PP1D3,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,25.52,0.0,22,9,56.72,3,2,0,0.14,2
5207,17,PP1D3,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,100000,0.0,25.52,0.0,22,1,56.72,3,2,0,0.14,2
5208,17,PP1D3,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,750000,0.0,25.52,0.0,22,1,56.72,3,2,0,0.15,2
5209,17,PP1D3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,750000,0.0,17.02,0.0,22,1,56.72,3,2,0,0.11,2
5210,17,PP1D3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1500000,0.0,17.02,0.0,22,2,56.72,3,2,0,0.13,2
5211,17,PP1D3,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3,0.0,25.52,0.0,22,1,56.72,3,2,0,0.14,2
5212,17,PP1D3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2,0.0,17.02,0.0,22,1,56.72,3,2,0,0.1,2
5213,17,PP1D3,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3850000,0.0,25.52,0.0,22,7,56.72,3,2,0,0.17,2
5214,17,PP1D3,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4250000,0.0,17.02,0.0,22,7,56.72,3,2,0,0.13,2
5215,17,PP1D3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1000000,0.0,17.02,0.0,22,2,56.72,3,2,0,0.12,2
5216,17,PP1D3,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3500000,0.0,17.02,0.0,22,6,56.72,3,2,0,0.13,2
5217,17,PP1D3,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,550000,0.0,25.52,0.0,22,1,56.72,3,2,0,0.15,2
5218,17,PP1D3,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4250000,0.0,25.52,0.0,22,7,56.72,3,2,0,0.17,2
5219,17,PP1D3,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3500000,0.0,25.52,0.0,22,6,56.72,3,2,0,0.17,2
5220,17,PP1D3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,10000,0.0,17.02,0.0,22,1,56.72,3,2,0,0.11,2
5221,17,PP1D3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2000000,0.0,17.02,0.0,22,3,56.72,3,2,0,0.13,2
5222,17,PP1D3,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4750000,0.0,17.02,0.0,22,8,56.72,3,2,0,0.13,2
5223,17,PP1D3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,550000,0.0,17.02,0.0,22,1,56.72,3,2,0,0.11,2
5224,17,PP1D3,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4750000,0.0,25.52,0.0,22,8,56.72,3,2,0,0.16,2
5225,17,PP1D3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,200000,0.0,17.02,0.0,22,1,56.72,3,2,0,0.12,2
5226,17,PP1D3,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2500000,0.0,25.52,0.0,22,4,56.72,3,2,0,0.16,2
5227,17,PP1D3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,17.02,0.0,22,9,56.72,3,2,0,0.08,2
5228,17,PP1D3,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2500000,0.0,17.02,0.0,22,4,56.72,3,2,0,0.13,2
5229,17,PP1D3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000,0.0,17.02,0.0,22,1,56.72,3,2,0,0.11,2
5230,17,PP1D3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,100000,0.0,17.02,0.0,22,1,56.72,3,2,0,0.11,2
5231,17,PP1D3,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000000,0.0,17.02,0.0,22,9,56.72,3,2,0,0.13,2
5232,17,PP1D3,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1000000,0.0,25.52,0.0,22,2,56.72,3,2,0,0.16,2
5233,17,PP1D3,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3000000,0.0,25.52,0.0,22,5,56.72,3,2,0,0.16,2
5234,17,PP1D3,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2,0.0,25.52,0.0,22,1,56.72,3,2,0,0.14,2
5235,17,PP1D3,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000,0.0,25.52,0.0,22,1,56.72,3,2,0,0.14,2
5236,17,PP1D3,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,200000,0.0,25.52,0.0,22,1,56.72,3,2,0,0.14,2
5237,17,PP1D3,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3000000,0.0,17.02,0.0,22,5,56.72,3,2,0,0.13,2
5238,17,PP1D3,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3850000,0.0,17.02,0.0,22,7,56.72,3,2,0,0.13,2
5239,17,PP1D3,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1500000,0.0,25.52,0.0,22,2,56.72,3,2,0,0.16,2
5240,17,PP1S1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,8.91,0.0,20,1,42.31,3,2,0,0.04,2
5241,17,PP1S1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,10.17,0.0,20,1,42.31,3,2,0,0.06,2
5242,17,PP1S1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,12.71,0.0,20,1,42.31,3,2,0,0.09,2
5243,17,PP1S1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,15.25,0.0,20,1,42.31,3,2,0,0.12,2
5244,17,PP1S1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,17.8,0.0,20,1,42.31,3,2,0,0.15,2
5245,17,PP1S1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,20.34,0.0,20,1,42.31,3,2,0,0.18,2
5246,17,PP1S1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,22.88,0.0,20,1,42.31,3,2,0,0.21,2
5247,17,PP1S1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,26.7,0.0,20,1,42.31,3,2,0,0.26,2
5248,17,PP1S1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,27.56,0.0,20,1,42.31,3,2,0,0.48,2
5249,17,PP1S1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,28.84,0.0,20,1,42.31,3,2,0,0.66,2
5250,17,PP1S1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,30.26,0.0,20,1,42.31,3,2,0,0.86,2
5251,17,PP1S1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,31.06,0.0,20,1,42.31,3,2,0,0.96,2
5252,17,PP1S1,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.64],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,"[9.525,9.525]","[25.4,203.2]","[2,3]","[25.64,20.64]",[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,31.89,0.0,20,1,42.31,3,2,0,1.14,2
5253,17,PP1S2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,7.63,0.0,20,1,41.28,3,2,0,0.04,2
5254,17,PP1S2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,10.17,0.0,20,1,41.28,3,2,0,0.07,2
5255,17,PP1S2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,12.71,0.0,20,1,41.28,3,2,0,0.1,2
5256,17,PP1S2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,15.25,0.0,20,1,41.28,3,2,0,0.12,2
5257,17,PP1S2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,17.8,0.0,20,1,41.28,3,2,0,0.15,2
5258,17,PP1S2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,20.34,0.0,20,1,41.28,3,2,0,0.17,2
5259,17,PP1S2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,22.88,0.0,20,1,41.28,3,2,0,0.19,2
5260,17,PP1S2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,25.42,0.0,20,1,41.28,3,2,0,0.24,2
5261,17,PP1S2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,26.7,0.0,20,1,41.28,3,2,0,0.28,2
5262,17,PP1S2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,28.84,0.0,20,1,41.28,3,2,0,0.49,2
5263,17,PP1S2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,29.49,0.0,20,1,41.28,3,2,0,0.56,2
5264,17,PP1S2,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,30.71,0.0,20,1,41.28,3,2,0,0.67,2
5265,17,PP1S2,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.03],"[1,76.2x152.4,0]",[20],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[2],[19.05],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,31.32,0.0,20,1,41.28,3,2,0,0.73,2
5266,17,PP1S3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,11.21,0.0,22,1,55.58,3,2,0,0.05,2
5267,17,PP1S3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,13.44,0.0,22,1,55.58,3,2,0,0.06,2
5268,17,PP1S3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,15.68,0.0,22,1,55.58,3,2,0,0.08,2
5269,17,PP1S3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,17.92,0.0,22,1,55.58,3,2,0,0.09,2
5270,17,PP1S3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,21.27,0.0,22,1,55.58,3,2,0,0.11,2
5271,17,PP1S3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,25.75,0.0,22,1,55.58,3,2,0,0.14,2
5272,17,PP1S3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,30.24,0.0,22,1,55.58,3,2,0,0.16,2
5273,17,PP1S3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,33.6,0.0,22,1,55.58,3,2,0,0.17,2
5274,17,PP1S3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,35.83,0.0,22,1,55.58,3,2,0,0.18,2
5275,17,PP1S3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,38.07,0.0,22,1,55.58,3,2,0,0.19,2
5276,17,PP1S3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,40.31,0.0,22,1,55.58,3,2,0,0.21,2
5277,17,PP1S3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[41.35],"[1,76.2x152.4,0]",[22],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,42.55,0.0,22,1,55.58,3,2,0,0.44,2
5278,17,PP2D1,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,9.76,0.0,15,9,42.57,3,2,0,0.16,2
5279,17,PP2D1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,350000,0.0,6.51,0.0,15,1,42.57,3,2,0,0.15,2
5280,17,PP2D1,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2,0.0,9.76,0.0,15,1,42.57,3,2,0,0.17,2
5281,17,PP2D1,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2000000,0.0,6.51,0.0,15,3,42.57,3,2,0,0.15,2
5282,17,PP2D1,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3,0.0,9.76,0.0,15,1,42.57,3,2,0,0.17,2
5283,17,PP2D1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,150000,0.0,6.51,0.0,15,1,42.57,3,2,0,0.14,2
5284,17,PP2D1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2500,0.0,6.51,0.0,15,1,42.57,3,2,0,0.13,2
5285,17,PP2D1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,50000,0.0,6.51,0.0,15,1,42.57,3,2,0,0.14,2
5286,17,PP2D1,39,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4500000,0.0,9.76,0.0,15,8,42.57,3,2,0,0.21,2
5287,17,PP2D1,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3500000,0.0,6.51,0.0,15,6,42.57,3,2,0,0.16,2
5288,17,PP2D1,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,50000,0.0,9.76,0.0,15,1,42.57,3,2,0,0.2,2
5289,17,PP2D1,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3500000,0.0,9.76,0.0,15,6,42.57,3,2,0,0.22,2
5290,17,PP2D1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1500000,0.0,9.76,0.0,15,2,42.57,3,2,0,0.21,2
5291,17,PP2D1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1000000,0.0,9.76,0.0,15,2,42.57,3,2,0,0.21,2
5292,17,PP2D1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1500000,0.0,9.76,0.0,15,2,42.57,3,2,0,0.2,2
5293,17,PP2D1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1000000,0.0,9.76,0.0,15,2,42.57,3,2,0,0.2,2
5294,17,PP2D1,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2500000,0.0,9.76,0.0,15,4,42.57,3,2,0,0.21,2
5295,17,PP2D1,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4500000,0.0,6.51,0.0,15,8,42.57,3,2,0,0.16,2
5296,17,PP2D1,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4000000,0.0,6.51,0.0,15,7,42.57,3,2,0,0.16,2
5297,17,PP2D1,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,4000000,0.0,9.76,0.0,15,7,42.57,3,2,0,0.22,2
5298,17,PP2D1,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2850000,0.0,9.76,0.0,15,5,42.57,3,2,0,0.21,2
5299,17,PP2D1,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,350000,0.0,9.76,0.0,15,1,42.57,3,2,0,0.2,2
5300,17,PP2D1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,6.51,0.0,15,4,42.57,3,2,0,0.06,2
5301,17,PP2D1,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,10000,0.0,9.76,0.0,15,1,42.57,3,2,0,0.19,2
5302,17,PP2D1,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,150000,0.0,9.76,0.0,15,1,42.57,3,2,0,0.19,2
5303,17,PP2D1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,500000,0.0,6.51,0.0,15,1,42.57,3,2,0,0.15,2
5304,17,PP2D1,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2500000,0.0,6.51,0.0,15,4,42.57,3,2,0,0.16,2
5305,17,PP2D1,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3250000,0.0,6.51,0.0,15,6,42.57,3,2,0,0.16,2
5306,17,PP2D1,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,5000000,0.0,6.51,0.0,15,9,42.57,3,2,0,0.16,2
5307,17,PP2D1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2,0.0,6.51,0.0,15,1,42.57,3,2,0,0.12,2
5308,17,PP2D1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1500000,0.0,6.51,0.0,15,2,42.57,3,2,0,0.15,2
5309,17,PP2D1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3,0.0,6.51,0.0,15,1,42.57,3,2,0,0.13,2
5310,17,PP2D1,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,500000,0.0,9.76,0.0,15,1,42.57,3,2,0,0.21,2
5311,17,PP2D1,40,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,5000000,0.0,9.76,0.0,15,9,42.57,3,2,0,0.21,2
5312,17,PP2D1,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,750000,0.0,9.76,0.0,15,1,42.57,3,2,0,0.21,2
5313,17,PP2D1,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,3250000,0.0,9.76,0.0,15,6,42.57,3,2,0,0.22,2
5314,17,PP2D1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,10000,0.0,6.51,0.0,15,1,42.57,3,2,0,0.14,2
5315,17,PP2D1,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2500,0.0,9.76,0.0,15,1,42.57,3,2,0,0.19,2
5316,17,PP2D1,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2850000,0.0,6.51,0.0,15,5,42.57,3,2,0,0.16,2
5317,17,PP2D1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,750000,0.0,6.51,0.0,15,1,42.57,3,2,0,0.15,2
5318,17,PP2D1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1000000,0.0,6.51,0.0,15,2,42.57,3,2,0,0.15,2
5319,17,PP2D1,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,2000000,0.0,9.76,0.0,15,3,42.57,3,2,0,0.21,2
5320,17,PP2D2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,9.15,0.0,30,1,60.5,3,2,0,0.08,2
5321,17,PP2D2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2,0.0,9.15,0.0,30,1,60.5,3,2,0,0.15,2
5322,17,PP2D2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3,0.0,9.15,0.0,30,1,60.5,3,2,0,0.15,2
5323,17,PP2D2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2500,0.0,9.15,0.0,30,1,60.5,3,2,0,0.16,2
5324,17,PP2D2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000,0.0,9.15,0.0,30,1,60.5,3,2,0,0.16,2
5325,17,PP2D2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,10000,0.0,9.15,0.0,30,1,60.5,3,2,0,0.17,2
5326,17,PP2D2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,50000,0.0,9.15,0.0,30,1,60.5,3,2,0,0.17,2
5327,17,PP2D2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,100000,0.0,9.15,0.0,30,1,60.5,3,2,0,0.17,2
5328,17,PP2D2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,200000,0.0,9.15,0.0,30,1,60.5,3,2,0,0.17,2
5329,17,PP2D2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,500000,0.0,9.15,0.0,30,1,60.5,3,2,0,0.17,2
5330,17,PP2D2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,750000,0.0,9.15,0.0,30,2,60.5,3,2,0,0.18,2
5331,17,PP2D2,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1000000,0.0,9.15,0.0,30,2,60.5,3,2,0,0.18,2
5332,17,PP2D2,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1500000,0.0,9.15,0.0,30,3,60.5,3,2,0,0.18,2
5333,17,PP2D2,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1750000,0.0,9.15,0.0,30,4,60.5,3,2,0,0.18,2
5334,17,PP2D2,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2250000,0.0,9.15,0.0,30,5,60.5,3,2,0,0.18,2
5335,17,PP2D2,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2750000,0.0,9.15,0.0,30,5,60.5,3,2,0,0.18,2
5336,17,PP2D2,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3000000,0.0,9.15,0.0,30,6,60.5,3,2,0,0.18,2
5337,17,PP2D2,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3500000,0.0,9.15,0.0,30,7,60.5,3,2,0,0.18,2
5338,17,PP2D2,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4000000,0.0,9.15,0.0,30,8,60.5,3,2,0,0.18,2
5339,17,PP2D2,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4500000,0.0,9.15,0.0,30,9,60.5,3,2,0,0.19,2
5340,17,PP2D2,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000000,0.0,9.15,0.0,30,9,60.5,3,2,0,0.19,2
5341,17,PP2D2,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,14.24,0.0,30,1,60.5,3,2,0,0.2,2
5342,17,PP2D2,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2,0.0,14.24,0.0,30,1,60.5,3,2,0,0.21,2
5343,17,PP2D2,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3,0.0,14.24,0.0,30,1,60.5,3,2,0,0.21,2
5344,17,PP2D2,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2500,0.0,14.24,0.0,30,1,60.5,3,2,0,0.22,2
5345,17,PP2D2,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000,0.0,14.24,0.0,30,1,60.5,3,2,0,0.22,2
5346,17,PP2D2,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,10000,0.0,14.24,0.0,30,1,60.5,3,2,0,0.22,2
5347,17,PP2D2,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,50000,0.0,14.24,0.0,30,1,60.5,3,2,0,0.23,2
5348,17,PP2D2,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,100000,0.0,14.24,0.0,30,1,60.5,3,2,0,0.23,2
5349,17,PP2D2,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,200000,0.0,14.24,0.0,30,1,60.5,3,2,0,0.23,2
5350,17,PP2D2,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,500000,0.0,14.24,0.0,30,1,60.5,3,2,0,0.23,2
5351,17,PP2D2,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,750000,0.0,14.24,0.0,30,2,60.5,3,2,0,0.24,2
5352,17,PP2D2,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1000000,0.0,14.24,0.0,30,2,60.5,3,2,0,0.24,2
5353,17,PP2D2,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1500000,0.0,14.24,0.0,30,3,60.5,3,2,0,0.24,2
5354,17,PP2D2,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1750000,0.0,14.24,0.0,30,4,60.5,3,2,0,0.24,2
5355,17,PP2D2,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2250000,0.0,14.24,0.0,30,5,60.5,3,2,0,0.24,2
5356,17,PP2D2,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2750000,0.0,14.24,0.0,30,5,60.5,3,2,0,0.24,2
5357,17,PP2D2,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3000000,0.0,14.24,0.0,30,6,60.5,3,2,0,0.24,2
5358,17,PP2D2,39,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3500000,0.0,14.24,0.0,30,7,60.5,3,2,0,0.24,2
5359,17,PP2D2,40,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4000000,0.0,14.24,0.0,30,8,60.5,3,2,0,0.25,2
5360,17,PP2D2,41,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4500000,0.0,14.24,0.0,30,9,60.5,3,2,0,0.25,2
5361,17,PP2D2,42,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000000,0.0,14.24,0.0,30,9,60.5,3,2,0,0.26,2
5362,17,PP2D3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,50000,0.0,16.27,0.0,25,1,99.06,3,2,0,0.18,2
5363,17,PP2D3,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2,0.0,24.4,0.0,25,1,99.06,3,2,0,0.24,2
5364,17,PP2D3,42,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2750000,0.0,24.4,0.0,25,5,99.06,3,2,0,0.28,2
5365,17,PP2D3,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,250000,0.0,24.4,0.0,25,1,99.06,3,2,0,0.27,2
5366,17,PP2D3,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,750000,0.0,24.4,0.0,25,1,99.06,3,2,0,0.28,2
5367,17,PP2D3,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,100000,0.0,24.4,0.0,25,1,99.06,3,2,0,0.27,2
5368,17,PP2D3,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1500000,0.0,24.4,0.0,25,3,99.06,3,2,0,0.27,2
5369,17,PP2D3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3,0.0,16.27,0.0,25,1,99.06,3,2,0,0.17,2
5370,17,PP2D3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,750000,0.0,16.27,0.0,25,1,99.06,3,2,0,0.19,2
5371,17,PP2D3,45,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3750000,0.0,24.4,0.0,25,6,99.06,3,2,0,0.33,2
5372,17,PP2D3,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4250000,0.0,16.27,0.0,25,7,99.06,3,2,0,0.24,2
5373,17,PP2D3,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2750000,0.0,16.27,0.0,25,5,99.06,3,2,0,0.2,2
5374,17,PP2D3,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,500000,0.0,24.4,0.0,25,1,99.06,3,2,0,0.27,2
5375,17,PP2D3,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,10000,0.0,24.4,0.0,25,1,99.06,3,2,0,0.26,2
5376,17,PP2D3,41,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2500000,0.0,24.4,0.0,25,4,99.06,3,2,0,0.28,2
5377,17,PP2D3,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000,0.0,24.4,0.0,25,1,99.06,3,2,0,0.26,2
5378,17,PP2D3,46,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4250000,0.0,24.4,0.0,25,7,99.06,3,2,0,0.33,2
5379,17,PP2D3,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3750000,0.0,16.27,0.0,25,6,99.06,3,2,0,0.24,2
5380,17,PP2D3,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1250000,0.0,24.4,0.0,25,2,99.06,3,2,0,0.27,2
5381,17,PP2D3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,16.27,0.0,25,9,99.06,3,2,0,0.11,2
5382,17,PP2D3,47,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4750000,0.0,24.4,0.0,25,8,99.06,3,2,0,0.33,2
5383,17,PP2D3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,50000,0.0,24.4,0.0,25,1,99.06,3,2,0,0.27,2
5384,17,PP2D3,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1750000,0.0,16.27,0.0,25,3,99.06,3,2,0,0.19,2
5385,17,PP2D3,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1500000,0.0,16.27,0.0,25,3,99.06,3,2,0,0.19,2
5386,17,PP2D3,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,4750000,0.0,16.27,0.0,25,8,99.06,3,2,0,0.24,2
5387,17,PP2D3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2500,0.0,16.27,0.0,25,1,99.06,3,2,0,0.17,2
5388,17,PP2D3,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2500,0.0,24.4,0.0,25,1,99.06,3,2,0,0.26,2
5389,17,PP2D3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2,0.0,16.27,0.0,25,1,99.06,3,2,0,0.16,2
5390,17,PP2D3,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1000000,0.0,24.4,0.0,25,2,99.06,3,2,0,0.27,2
5391,17,PP2D3,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2500000,0.0,16.27,0.0,25,4,99.06,3,2,0,0.19,2
5392,17,PP2D3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,500000,0.0,16.27,0.0,25,1,99.06,3,2,0,0.19,2
5393,17,PP2D3,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,24.4,0.0,25,9,99.06,3,2,0,0.23,2
5394,17,PP2D3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,100000,0.0,16.27,0.0,25,1,99.06,3,2,0,0.18,2
5395,17,PP2D3,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3250000,0.0,16.27,0.0,25,6,99.06,3,2,0,0.24,2
5396,17,PP2D3,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3,0.0,24.4,0.0,25,1,99.06,3,2,0,0.24,2
5397,17,PP2D3,44,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3250000,0.0,24.4,0.0,25,6,99.06,3,2,0,0.33,2
5398,17,PP2D3,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1250000,0.0,16.27,0.0,25,2,99.06,3,2,0,0.19,2
5399,17,PP2D3,48,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000000,0.0,24.4,0.0,25,9,99.06,3,2,0,0.33,2
5400,17,PP2D3,39,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1750000,0.0,24.4,0.0,25,3,99.06,3,2,0,0.27,2
5401,17,PP2D3,40,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2000000,0.0,24.4,0.0,25,4,99.06,3,2,0,0.28,2
5402,17,PP2D3,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000000,0.0,16.27,0.0,25,9,99.06,3,2,0,0.25,2
5403,17,PP2D3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,10000,0.0,16.27,0.0,25,1,99.06,3,2,0,0.17,2
5404,17,PP2D3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,250000,0.0,16.27,0.0,25,1,99.06,3,2,0,0.19,2
5405,17,PP2D3,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3000000,0.0,16.27,0.0,25,5,99.06,3,2,0,0.19,2
5406,17,PP2D3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,5000,0.0,16.27,0.0,25,1,99.06,3,2,0,0.17,2
5407,17,PP2D3,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,2000000,0.0,16.27,0.0,25,4,99.06,3,2,0,0.19,2
5408,17,PP2D3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1000000,0.0,16.27,0.0,25,2,99.06,3,2,0,0.19,2
5409,17,PP2D3,43,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,3000000,0.0,24.4,0.0,25,5,99.06,3,2,0,0.28,2
5410,17,PP2S1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,6.61,0.0,15,1,42.57,3,2,0,0.05,2
5411,17,PP2S1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,7.12,0.0,15,1,42.57,3,2,0,0.07,2
5412,17,PP2S1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,8.13,0.0,15,1,42.57,3,2,0,0.12,2
5413,17,PP2S1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,9.15,0.0,15,1,42.57,3,2,0,0.16,2
5414,17,PP2S1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,10.17,0.0,15,1,42.57,3,2,0,0.2,2
5415,17,PP2S1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,11.19,0.0,15,1,42.57,3,2,0,0.24,2
5416,17,PP2S1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,12.71,0.0,15,1,42.57,3,2,0,0.35,2
5417,17,PP2S1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,13.22,0.0,15,1,42.57,3,2,0,0.66,2
5418,17,PP2S1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,14.24,0.0,15,1,42.57,3,2,0,1.05,2
5419,17,PP2S1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[45.34],"[1,76.2x152.4,0]",[15],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[2],[22.2],[0],[0],0.0,0.0,1S7,1,1724.0,0.0,193053.0,0,0,[1],[7.94],[37.42],[158.75],[53.18],1,3,0,2,2,1,0.0,1,0.0,16.07,0.0,15,1,42.57,3,2,0,1.8,2
5420,17,PP2S2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,8.91,0.0,30,1,63.14,3,2,0,0.05,2
5421,17,PP2S2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,10.17,0.0,30,1,63.14,3,2,0,0.08,2
5422,17,PP2S2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,12.71,0.0,30,1,63.14,3,2,0,0.15,2
5423,17,PP2S2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,15.25,0.0,30,1,63.14,3,2,0,0.22,2
5424,17,PP2S2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,17.8,0.0,30,1,63.14,3,2,0,0.35,2
5425,17,PP2S2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,19.08,0.0,30,1,63.14,3,2,0,0.59,2
5426,17,PP2S2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,20.5,0.0,30,1,63.14,3,2,0,0.78,2
5427,17,PP2S2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,22.03,0.0,30,1,63.14,3,2,0,1.0,2
5428,17,PP2S2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,22.84,0.0,30,1,63.14,3,2,0,1.15,2
5429,17,PP2S2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,23.55,0.0,30,1,63.14,3,2,0,1.42,2
5430,17,PP2S2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.47],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[6.4],[203.2],[3],[22.2],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,23.59,0.0,30,1,63.14,3,2,0,1.61,2
5431,17,PP2S3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,12.71,0.0,25,1,100.58,3,2,0,0.05,2
5432,17,PP2S3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,15.25,0.0,25,1,100.58,3,2,0,0.08,2
5433,17,PP2S3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,17.8,0.0,25,1,100.58,3,2,0,0.13,2
5434,17,PP2S3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,20.34,0.0,25,1,100.58,3,2,0,0.16,2
5435,17,PP2S3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,25.42,0.0,25,1,100.58,3,2,0,0.22,2
5436,17,PP2S3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,27.96,0.0,25,1,100.58,3,2,0,0.25,2
5437,17,PP2S3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,30.51,0.0,25,1,100.58,3,2,0,0.29,2
5438,17,PP2S3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,33.05,0.0,25,1,100.58,3,2,0,0.36,2
5439,17,PP2S3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[42.75],"[1,76.2x152.4,0]",[25],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[2],[20.64],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,34.33,0.0,25,1,100.58,3,2,0,0.47,2
5440,17,PS1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,8.13,0.0,28,1,63.9,3,2,0,0.04,2
5441,17,PS1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,9.15,0.0,28,1,63.9,3,2,0,0.1,2
5442,17,PS1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,9.66,0.0,28,1,63.9,3,2,0,0.14,2
5443,17,PS1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,10.17,0.0,28,1,63.9,3,2,0,0.26,2
5444,17,PS1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,11.19,0.0,28,1,63.9,3,2,0,0.46,2
5445,17,PS1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,12.2,0.0,28,1,63.9,3,2,0,0.68,2
5446,17,PS1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,13.22,0.0,28,1,63.9,3,2,0,0.89,2
5447,17,PS1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,14.24,0.0,28,1,63.9,3,2,0,1.08,2
5448,17,PS1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,15.05,0.0,28,1,63.9,3,2,0,1.28,2
5449,17,PS1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,16.11,0.0,28,1,63.9,3,2,0,1.92,2
5450,17,PS1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.4],"[1,76.2x152.4,0]",[28],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[1],[9.53],[54.84],[158.75],[52.39],1,3,0,2,2,1,0.0,1,0.0,16.64,0.0,28,1,63.9,3,2,0,2.36,2
5451,17,PS2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,12.32,0.0,30,1,103.6,3,2,0,0.05,2
5452,17,PS2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,13.44,0.0,30,1,103.6,3,2,0,0.09,2
5453,17,PS2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,14.56,0.0,30,1,103.6,3,2,0,0.14,2
5454,17,PS2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,15.68,0.0,30,1,103.6,3,2,0,0.22,2
5455,17,PS2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,17.92,0.0,30,1,103.6,3,2,0,0.47,2
5456,17,PS2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,19.04,0.0,30,1,103.6,3,2,0,0.59,2
5457,17,PS2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,21.27,0.0,30,1,103.6,3,2,0,0.91,2
5458,17,PS2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,22.39,0.0,30,1,103.6,3,2,0,1.07,2
5459,17,PS2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,23.73,0.0,30,1,103.6,3,2,0,1.28,2
5460,17,PS2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[36.54],"[1,76.2x152.4,0]",[30],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,[2],[9.53],[54.84],[158.75],[20.64],1,3,0,2,2,1,0.0,1,0.0,25.75,0.0,30,1,103.6,3,2,0,1.64,2
5461,17,PS3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,34.06,0.0,26,1,154.27,3,2,0,0.9,2
5462,17,PS3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,22.88,0.0,26,1,154.27,3,2,0,0.22,2
5463,17,PS3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,19.08,0.0,26,1,154.27,3,2,0,0.07,2
5464,17,PS3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,32.3,0.0,26,1,154.27,3,2,0,0.78,2
5465,17,PS3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,33.05,0.0,26,1,154.27,3,2,0,0.83,2
5466,17,PS3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,25.42,0.0,26,1,154.27,3,2,0,0.36,2
5467,17,PS3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,27.96,0.0,26,1,154.27,3,2,0,0.51,2
5468,17,PS3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,17.8,0.0,26,1,154.27,3,2,0,0.04,2
5469,17,PS3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,21.62,0.0,26,1,154.27,3,2,0,0.17,2
5470,17,PS3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,20.34,0.0,26,1,154.27,3,2,0,0.11,2
5471,17,PS3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,30.51,0.0,26,1,154.27,3,2,0,0.67,2
5472,17,PS3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[39.51],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,1S7,1,1862.0,0.0,197190.0,0,0,"[1,1,1]","[9.53,9.53,9.53]","[54.84,54.84,54.84]","[120.65,158.75,196.85]","[52.39,52.39,52.39]",1,3,0,2,2,1,0.0,1,0.0,36.97,0.0,26,1,154.27,3,2,0,1.12,2
5473,17,RD1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2,0.0,8.95,0.0,31,1,0.0,0,0,0,0.14,2
5474,17,RD1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,750000,0.0,8.95,0.0,31,1,0.0,0,0,0,0.12,2
5475,17,RD1,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,100000,0.0,13.83,0.0,31,1,0.0,0,0,0,0.18,2
5476,17,RD1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,500000,0.0,8.95,0.0,31,1,0.0,0,0,0,0.12,2
5477,17,RD1,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,25000,0.0,13.83,0.0,31,1,0.0,0,0,0,0.18,2
5478,17,RD1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,8.95,0.0,31,9,0.0,0,0,0,0.12,2
5479,17,RD1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1000000,0.0,8.95,0.0,31,2,0.0,0,0,0,0.12,2
5480,17,RD1,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,500000,0.0,13.83,0.0,31,1,0.0,0,0,0,0.17,2
5481,17,RD1,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,200000,0.0,13.83,0.0,31,1,0.0,0,0,0,0.17,2
5482,17,RD1,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2500000,0.0,13.83,0.0,31,4,0.0,0,0,0,0.17,2
5483,17,RD1,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,50000,0.0,13.83,0.0,31,1,0.0,0,0,0,0.18,2
5484,17,RD1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,200000,0.0,8.95,0.0,31,1,0.0,0,0,0,0.12,2
5485,17,RD1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,100000,0.0,8.95,0.0,31,1,0.0,0,0,0,0.13,2
5486,17,RD1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,150000,0.0,8.95,0.0,31,1,0.0,0,0,0,0.12,2
5487,17,RD1,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2,0.0,13.83,0.0,31,1,0.0,0,0,0,0.19,2
5488,17,RD1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,50000,0.0,8.95,0.0,31,1,0.0,0,0,0,0.13,2
5489,17,RD1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,25000,0.0,8.95,0.0,31,1,0.0,0,0,0,0.12,2
5490,17,RD1,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,150000,0.0,13.83,0.0,31,1,0.0,0,0,0,0.17,2
5491,17,RD1,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3000000,0.0,8.95,0.0,31,5,0.0,0,0,0,0.15,2
5492,17,RD1,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,13.83,0.0,31,6,0.0,0,0,0,0.19,2
5493,17,RD1,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,10000,0.0,13.83,0.0,31,1,0.0,0,0,0,0.18,2
5494,17,RD1,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2000000,0.0,8.95,0.0,31,4,0.0,0,0,0,0.14,2
5495,17,RD1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1500000,0.0,8.95,0.0,31,2,0.0,0,0,0,0.14,2
5496,17,RD1,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1500000,0.0,13.83,0.0,31,2,0.0,0,0,0,0.18,2
5497,17,RD1,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,750000,0.0,13.83,0.0,31,1,0.0,0,0,0,0.17,2
5498,17,RD1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,10000,0.0,8.95,0.0,31,1,0.0,0,0,0,0.13,2
5499,17,RD1,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2000000,0.0,13.83,0.0,31,4,0.0,0,0,0,0.18,2
5500,17,RD1,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1750000,0.0,8.95,0.0,31,3,0.0,0,0,0,0.13,2
5501,17,RD1,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1750000,0.0,13.83,0.0,31,3,0.0,0,0,0,0.17,2
5502,17,RD1,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2500000,0.0,8.95,0.0,31,4,0.0,0,0,0,0.14,2
5503,17,RD1,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3000000,0.0,13.83,0.0,31,5,0.0,0,0,0,0.18,2
5504,17,RD1,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[31],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1000000,0.0,13.83,0.0,31,2,0.0,0,0,0,0.17,2
5505,17,RD2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,14.79,0.0,26,1,0.0,0,0,0,0.09,2
5506,17,RD2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2,0.0,14.79,0.0,26,1,0.0,0,0,0,0.11,2
5507,17,RD2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3,0.0,14.79,0.0,26,1,0.0,0,0,0,0.11,2
5508,17,RD2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,10000,0.0,14.79,0.0,26,1,0.0,0,0,0,0.11,2
5509,17,RD2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,25000,0.0,14.79,0.0,26,1,0.0,0,0,0,0.11,2
5510,17,RD2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,50000,0.0,14.79,0.0,26,1,0.0,0,0,0,0.11,2
5511,17,RD2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,100000,0.0,14.79,0.0,26,1,0.0,0,0,0,0.11,2
5512,17,RD2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,200000,0.0,14.79,0.0,26,1,0.0,0,0,0,0.11,2
5513,17,RD2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,500000,0.0,14.79,0.0,26,1,0.0,0,0,0,0.1,2
5514,17,RD2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,750000,0.0,14.79,0.0,26,2,0.0,0,0,0,0.11,2
5515,17,RD2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1000000,0.0,14.79,0.0,26,2,0.0,0,0,0,0.11,2
5516,17,RD2,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1600000,0.0,14.79,0.0,26,3,0.0,0,0,0,0.1,2
5517,17,RD2,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2000000,0.0,14.79,0.0,26,4,0.0,0,0,0,0.12,2
5518,17,RD2,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2300000,0.0,14.79,0.0,26,5,0.0,0,0,0,0.11,2
5519,17,RD2,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2500000,0.0,14.79,0.0,26,5,0.0,0,0,0,0.12,2
5520,17,RD2,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3000000,0.0,14.79,0.0,26,6,0.0,0,0,0,0.11,2
5521,17,RD2,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3500000,0.0,14.79,0.0,26,7,0.0,0,0,0,0.12,2
5522,17,RD2,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,4000000,0.0,14.79,0.0,26,8,0.0,0,0,0,0.12,2
5523,17,RD2,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,4500000,0.0,14.79,0.0,26,9,0.0,0,0,0,0.12,2
5524,17,RD2,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,5000000,0.0,14.79,0.0,26,9,0.0,0,0,0,0.12,2
5525,17,RD2,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,21.96,0.0,26,1,0.0,0,0,0,0.14,2
5526,17,RD2,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2,0.0,21.96,0.0,26,1,0.0,0,0,0,0.14,2
5527,17,RD2,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3,0.0,21.96,0.0,26,1,0.0,0,0,0,0.14,2
5528,17,RD2,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,10000,0.0,21.96,0.0,26,1,0.0,0,0,0,0.14,2
5529,17,RD2,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,25000,0.0,21.96,0.0,26,1,0.0,0,0,0,0.14,2
5530,17,RD2,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,50000,0.0,21.96,0.0,26,1,0.0,0,0,0,0.14,2
5531,17,RD2,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,100000,0.0,21.96,0.0,26,1,0.0,0,0,0,0.14,2
5532,17,RD2,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,200000,0.0,21.96,0.0,26,1,0.0,0,0,0,0.14,2
5533,17,RD2,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,500000,0.0,21.96,0.0,26,1,0.0,0,0,0,0.13,2
5534,17,RD2,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,750000,0.0,21.96,0.0,26,2,0.0,0,0,0,0.14,2
5535,17,RD2,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1000000,0.0,21.96,0.0,26,2,0.0,0,0,0,0.14,2
5536,17,RD2,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1600000,0.0,21.96,0.0,26,3,0.0,0,0,0,0.14,2
5537,17,RD2,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2000000,0.0,21.96,0.0,26,4,0.0,0,0,0,0.15,2
5538,17,RD2,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2300000,0.0,21.96,0.0,26,5,0.0,0,0,0,0.15,2
5539,17,RD2,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2500000,0.0,21.96,0.0,26,5,0.0,0,0,0,0.15,2
5540,17,RD2,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3000000,0.0,21.96,0.0,26,6,0.0,0,0,0,0.15,2
5541,17,RD2,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3500000,0.0,21.96,0.0,26,7,0.0,0,0,0,0.15,2
5542,17,RD2,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,4000000,0.0,21.96,0.0,26,8,0.0,0,0,0,0.15,2
5543,17,RD2,39,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,4500000,0.0,21.96,0.0,26,9,0.0,0,0,0,0.15,2
5544,17,RD2,40,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.47],"[1,76.2x152.4,0]",[26],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,5000000,0.0,21.96,0.0,26,9,0.0,0,0,0,0.15,2
5545,17,RD3,36,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3500000,0.0,30.51,0.0,81,6,0.0,0,0,0,0.13,2
5546,17,RD3,33,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2000000,0.0,30.51,0.0,81,3,0.0,0,0,0,0.12,2
5547,17,RD3,28,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,250000,0.0,30.51,0.0,81,1,0.0,0,0,0,0.15,2
5548,17,RD3,29,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,600000,0.0,30.51,0.0,81,1,0.0,0,0,0,0.14,2
5549,17,RD3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2500,0.0,20.34,0.0,81,1,0.0,0,0,0,0.11,2
5550,17,RD3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,50000,0.0,20.34,0.0,81,1,0.0,0,0,0,0.12,2
5551,17,RD3,22,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2,0.0,30.51,0.0,81,1,0.0,0,0,0,0.14,2
5552,17,RD3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,600000,0.0,20.34,0.0,81,1,0.0,0,0,0,0.1,2
5553,17,RD3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1250000,0.0,20.34,0.0,81,2,0.0,0,0,0,0.09,2
5554,17,RD3,39,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,4500000,0.0,30.51,0.0,81,8,0.0,0,0,0,0.14,2
5555,17,RD3,13,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2000000,0.0,20.34,0.0,81,3,0.0,0,0,0,0.09,2
5556,17,RD3,18,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,4250000,0.0,20.34,0.0,81,7,0.0,0,0,0,0.1,2
5557,17,RD3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,10000,0.0,20.34,0.0,81,1,0.0,0,0,0,0.11,2
5558,17,RD3,27,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,100000,0.0,30.51,0.0,81,1,0.0,0,0,0,0.15,2
5559,17,RD3,19,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,4500000,0.0,20.34,0.0,81,8,0.0,0,0,0,0.1,2
5560,17,RD3,34,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2500000,0.0,30.51,0.0,81,4,0.0,0,0,0,0.13,2
5561,17,RD3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,20.34,0.0,81,6,0.0,0,0,0,0.1,2
5562,17,RD3,26,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,50000,0.0,30.51,0.0,81,1,0.0,0,0,0,0.15,2
5563,17,RD3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2,0.0,20.34,0.0,81,1,0.0,0,0,0,0.11,2
5564,17,RD3,20,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,5000000,0.0,20.34,0.0,81,9,0.0,0,0,0,0.09,2
5565,17,RD3,31,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1250000,0.0,30.51,0.0,81,2,0.0,0,0,0,0.13,2
5566,17,RD3,40,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,5000000,0.0,30.51,0.0,81,9,0.0,0,0,0,0.12,2
5567,17,RD3,23,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3,0.0,30.51,0.0,81,1,0.0,0,0,0,0.14,2
5568,17,RD3,35,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3000000,0.0,30.51,0.0,81,5,0.0,0,0,0,0.13,2
5569,17,RD3,16,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3500000,0.0,20.34,0.0,81,6,0.0,0,0,0,0.1,2
5570,17,RD3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3,0.0,20.34,0.0,81,1,0.0,0,0,0,0.11,2
5571,17,RD3,24,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2500,0.0,30.51,0.0,81,1,0.0,0,0,0,0.14,2
5572,17,RD3,25,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,10000,0.0,30.51,0.0,81,1,0.0,0,0,0,0.14,2
5573,17,RD3,30,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,750000,0.0,30.51,0.0,81,2,0.0,0,0,0,0.13,2
5574,17,RD3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1500000,0.0,20.34,0.0,81,3,0.0,0,0,0,0.1,2
5575,17,RD3,37,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3750000,0.0,30.51,0.0,81,7,0.0,0,0,0,0.13,2
5576,17,RD3,17,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3750000,0.0,20.34,0.0,81,7,0.0,0,0,0,0.1,2
5577,17,RD3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,100000,0.0,20.34,0.0,81,1,0.0,0,0,0,0.12,2
5578,17,RD3,32,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1500000,0.0,30.51,0.0,81,3,0.0,0,0,0,0.13,2
5579,17,RD3,38,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,4250000,0.0,30.51,0.0,81,7,0.0,0,0,0,0.14,2
5580,17,RD3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,750000,0.0,20.34,0.0,81,2,0.0,0,0,0,0.1,2
5581,17,RD3,15,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,3000000,0.0,20.34,0.0,81,5,0.0,0,0,0,0.09,2
5582,17,RD3,21,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,30.51,0.0,81,9,0.0,0,0,0,0.14,2
5583,17,RD3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,250000,0.0,20.34,0.0,81,1,0.0,0,0,0,0.12,2
5584,17,RD3,14,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[38.29],"[1,76.2x152.4,0]",[81],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,2500000,0.0,20.34,0.0,81,4,0.0,0,0,0,0.09,2
5585,17,RS1,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,4.6,0.0,19,1,0.0,0,0,0,0.03,2
5586,17,RS1,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,5.43,0.0,19,1,0.0,0,0,0,0.04,2
5587,17,RS1,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,6.49,0.0,19,1,0.0,0,0,0,0.04,2
5588,17,RS1,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,7.24,0.0,19,1,0.0,0,0,0,0.05,2
5589,17,RS1,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,9.05,0.0,19,1,0.0,0,0,0,0.07,2
5590,17,RS1,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,10.84,0.0,19,1,0.0,0,0,0,0.08,2
5591,17,RS1,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,12.2,0.0,19,1,0.0,0,0,0,0.1,2
5592,17,RS1,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,13.44,0.0,19,1,0.0,0,0,0,0.11,2
5593,17,RS1,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,14.34,0.0,19,1,0.0,0,0,0,0.13,2
5594,17,RS1,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,16.13,0.0,19,1,0.0,0,0,0,0.15,2
5595,17,RS1,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,17.21,0.0,19,1,0.0,0,0,0,0.15,2
5596,17,RS1,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[40.95],"[1,76.2x152.4,0]",[19],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[9.525],[203.2],[3],[20.64],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,17.92,0.0,19,1,0.0,0,0,0,0.17,2
5597,17,RS2,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,7.38,0.0,12,1,0.0,0,0,0,0.03,2
5598,17,RS2,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,9.54,0.0,12,1,0.0,0,0,0,0.05,2
5599,17,RS2,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,11.47,0.0,12,1,0.0,0,0,0,0.07,2
5600,17,RS2,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,13.63,0.0,12,1,0.0,0,0,0,0.08,2
5601,17,RS2,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,16.27,0.0,12,1,0.0,0,0,0,0.1,2
5602,17,RS2,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,21.05,0.0,12,1,0.0,0,0,0,0.13,2
5603,17,RS2,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,23.92,0.0,12,1,0.0,0,0,0,0.15,2
5604,17,RS2,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,26.97,0.0,12,1,0.0,0,0,0,0.17,2
5605,17,RS2,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,29.83,0.0,12,1,0.0,0,0,0,0.18,2
5606,17,RS2,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,31.54,0.0,12,1,0.0,0,0,0,0.2,2
5607,17,RS2,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,32.89,0.0,12,1,0.0,0,0,0,0.21,2
5608,17,RS2,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[12],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[12.7],[203.2],[3],[19.05],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,33.33,0.0,12,1,0.0,0,0,0,0.33,2
5609,17,RS3,1,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,10.31,0.0,13,1,0.0,0,0,0,0.04,2
5610,17,RS3,2,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,12.0,0.0,13,1,0.0,0,0,0,0.05,2
5611,17,RS3,3,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,15.31,0.0,13,1,0.0,0,0,0,0.07,2
5612,17,RS3,4,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,20.78,0.0,13,1,0.0,0,0,0,0.1,2
5613,17,RS3,5,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,23.47,0.0,13,1,0.0,0,0,0,0.11,2
5614,17,RS3,6,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,26.89,0.0,13,1,0.0,0,0,0,0.13,2
5615,17,RS3,7,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,32.44,0.0,13,1,0.0,0,0,0,0.15,2
5616,17,RS3,8,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,35.83,0.0,13,1,0.0,0,0,0,0.17,2
5617,17,RS3,9,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,40.31,0.0,13,1,0.0,0,0,0,0.19,2
5618,17,RS3,10,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,44.8,0.0,13,1,0.0,0,0,0,0.21,2
5619,17,RS3,11,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,47.3,0.0,13,1,0.0,0,0,0,0.34,2
5620,17,RS3,12,10.1061/(ASCE)0733-9445(1985)111:7(1602),Static and Fatigue Tests on Partially Prestressed Beams,1985,Journal of Structural Engineering,United States,University of Michigan,Department of Civil Engineering,"M.H. Harajlí, A.E. Naaman",3048.0,2743.2,914.4,914.4,228.6,114.3,"[1,3]","[1,0]","[0,0]","[0,0]",0.0,[48.26],"[1,76.2x152.4,0]",[13],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.38,10,0,Melment superplasticizer,0]",200000.0,2,413.7,[15.875],[203.2],[3],[17.46],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,2,1,0.0,1,0.0,48.81,0.0,13,1,0.0,0,0,0,0.62,2
5621,18,B11,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,33.0,36,1,0.0,0,0,0,1.0,1
5622,18,B11,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,306.3,36,1,0.0,0,0,0,1.0,1
5623,18,B11,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,565.8,36,1,0.0,0,0,0,1.0,1
5624,18,B11,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,540.8,36,1,0.0,0,0,0,1.0,1
5625,18,B11,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,606.8,36,1,0.0,0,0,0,2.0,1
5626,18,B11,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,430.4,36,1,0.0,0,0,0,2.0,1
5627,18,B11,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,536.2,36,1,0.0,0,0,0,2.0,1
5628,18,B11,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,511.2,36,1,0.0,0,0,0,2.0,1
5629,18,B11,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,617.1,36,1,0.0,0,0,0,2.0,1
5630,18,B11,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,590.9,36,1,0.0,0,0,0,2.0,1
5631,18,B11,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,628.5,36,1,0.0,0,0,0,2.0,1
5632,18,B11,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,382.5,36,1,0.0,0,0,0,3.0,1
5633,18,B11,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,619.4,36,1,0.0,0,0,0,3.0,1
5634,18,B11,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,33.0,36,1,0.0,0,0,0,0.121,4
5635,18,B11,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,306.3,36,1,0.0,0,0,0,0.231,4
5636,18,B11,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,565.8,36,1,0.0,0,0,0,0.451,4
5637,18,B11,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,540.8,36,1,0.0,0,0,0,0.452,4
5638,18,B11,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,606.8,36,1,0.0,0,0,0,0.537,4
5639,18,B11,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,430.4,36,1,0.0,0,0,0,0.44,4
5640,18,B11,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,536.2,36,1,0.0,0,0,0,0.469,4
5641,18,B11,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,511.2,36,1,0.0,0,0,0,0.469,4
5642,18,B11,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,617.1,36,1,0.0,0,0,0,0.54,4
5643,18,B11,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,590.9,36,1,0.0,0,0,0,0.54,4
5644,18,B11,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,628.5,36,1,0.0,0,0,0,0.567,4
5645,18,B11,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,382.5,36,1,0.0,0,0,0,0.45,4
5646,18,B11,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,619.4,36,1,0.0,0,0,0,0.568,4
5647,18,B11,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,619.4,36,1,0.0,0,0,0,365.0,5
5648,18,B13,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,301.7,36,1,0.0,0,0,0,1.0,1
5649,18,B13,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,347.2,36,1,0.0,0,0,0,1.0,1
5650,18,B13,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,288.0,36,1,0.0,0,0,0,2.0,1
5651,18,B13,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,342.7,36,1,0.0,0,0,0,2.0,1
5652,18,B13,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,325.6,36,1,0.0,0,0,0,2.0,1
5653,18,B13,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,367.7,36,1,0.0,0,0,0,2.0,1
5654,18,B13,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,398.5,36,1,0.0,0,0,0,3.0,1
5655,18,B13,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,242.5,36,1,0.0,0,0,0,3.0,1
5656,18,B13,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,384.8,36,1,0.0,0,0,0,4.0,1
5657,18,B13,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,305.1,36,1,0.0,0,0,0,4.0,1
5658,18,B13,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,397.3,36,1,0.0,0,0,0,5.0,1
5659,18,B13,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,299.4,36,1,0.0,0,0,0,5.0,1
5660,18,B13,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,398.5,36,1,0.0,0,0,0,6.0,1
5661,18,B13,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,375.7,36,1,0.0,0,0,0,6.0,1
5662,18,B13,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,431.5,36,1,0.0,0,0,0,6.0,1
5663,18,B13,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,523.7,36,1,0.0,0,0,0,7.0,1
5664,18,B13,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,505.5,36,1,0.0,0,0,0,7.0,1
5665,18,B13,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,301.7,36,1,0.0,0,0,0,0.079,4
5666,18,B13,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,347.2,36,1,0.0,0,0,0,0.175,4
5667,18,B13,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,288.0,36,1,0.0,0,0,0,0.13,4
5668,18,B13,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,342.7,36,1,0.0,0,0,0,0.18,4
5669,18,B13,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,325.6,36,1,0.0,0,0,0,0.18,4
5670,18,B13,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,367.7,36,1,0.0,0,0,0,0.227,4
5671,18,B13,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,398.5,36,1,0.0,0,0,0,0.26,4
5672,18,B13,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,242.5,36,1,0.0,0,0,0,0.184,4
5673,18,B13,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,384.8,36,1,0.0,0,0,0,0.333,4
5674,18,B13,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,305.1,36,1,0.0,0,0,0,0.27,4
5675,18,B13,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,397.3,36,1,0.0,0,0,0,0.319,4
5676,18,B13,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,299.4,36,1,0.0,0,0,0,0.281,4
5677,18,B13,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,398.5,36,1,0.0,0,0,0,0.328,4
5678,18,B13,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,375.7,36,1,0.0,0,0,0,0.305,4
5679,18,B13,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,431.5,36,1,0.0,0,0,0,0.342,4
5680,18,B13,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,523.7,36,1,0.0,0,0,0,0.457,4
5681,18,B13,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,505.5,36,1,0.0,0,0,0,0.443,4
5682,18,B13,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[30,30]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,505.5,36,1,0.0,0,0,0,150.0,5
5683,18,B14,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,185.7,36,1,0.0,0,0,0,1.0,1
5684,18,B14,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,162.8,36,1,0.0,0,0,0,2.0,1
5685,18,B14,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,222.8,36,1,0.0,0,0,0,2.0,1
5686,18,B14,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,261.9,36,1,0.0,0,0,0,3.0,1
5687,18,B14,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,304.9,36,1,0.0,0,0,0,3.0,1
5688,18,B14,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,304.0,36,1,0.0,0,0,0,4.0,1
5689,18,B14,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,394.0,36,1,0.0,0,0,0,5.0,1
5690,18,B14,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,185.7,36,1,0.0,0,0,0,0.063,4
5691,18,B14,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,162.8,36,1,0.0,0,0,0,0.152,4
5692,18,B14,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,222.8,36,1,0.0,0,0,0,0.203,4
5693,18,B14,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,261.9,36,1,0.0,0,0,0,0.232,4
5694,18,B14,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,304.9,36,1,0.0,0,0,0,0.259,4
5695,18,B14,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,304.0,36,1,0.0,0,0,0,0.27,4
5696,18,B14,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,394.0,36,1,0.0,0,0,0,0.288,4
5697,18,B14,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,394.0,36,1,0.0,0,0,0,154.0,5
5698,18,B17,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,3.3,36,1,0.0,0,0,0,1.0,1
5699,18,B17,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,238.2,36,1,0.0,0,0,0,1.0,1
5700,18,B17,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,423.5,36,1,0.0,0,0,0,1.0,1
5701,18,B17,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,473.1,36,1,0.0,0,0,0,1.0,1
5702,18,B17,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,349.3,36,1,0.0,0,0,0,2.0,1
5703,18,B17,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,416.1,36,1,0.0,0,0,0,2.0,1
5704,18,B17,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,505.6,36,1,0.0,0,0,0,2.0,1
5705,18,B17,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,472.4,36,1,0.0,0,0,0,2.0,1
5706,18,B17,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,418.6,36,1,0.0,0,0,0,3.0,1
5707,18,B17,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,465.0,36,1,0.0,0,0,0,3.0,1
5708,18,B17,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,543.8,36,1,0.0,0,0,0,3.0,1
5709,18,B17,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,3.3,36,1,0.0,0,0,0,0.121,4
5710,18,B17,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,238.2,36,1,0.0,0,0,0,0.2,4
5711,18,B17,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,423.5,36,1,0.0,0,0,0,0.349,4
5712,18,B17,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,473.1,36,1,0.0,0,0,0,0.438,4
5713,18,B17,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,349.3,36,1,0.0,0,0,0,0.38,4
5714,18,B17,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,416.1,36,1,0.0,0,0,0,0.42,4
5715,18,B17,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,505.6,36,1,0.0,0,0,0,0.48,4
5716,18,B17,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,472.4,36,1,0.0,0,0,0,0.489,4
5717,18,B17,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,418.6,36,1,0.0,0,0,0,0.462,4
5718,18,B17,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,465.0,36,1,0.0,0,0,0,0.471,4
5719,18,B17,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,543.8,36,1,0.0,0,0,0,0.521,4
5720,18,B17,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1000.0,1000.0,150.0,450,"[2,6]","[7,31]","[0,65]","[0,20]",2.0,[32.9],"[1,150x300,0]",[36],[2.43],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,543.8,36,1,0.0,0,0,0,234.0,5
5721,18,B21,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,324.9,33,1,0.0,0,0,0,1.0,1
5722,18,B21,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,666.8,33,1,0.0,0,0,0,1.0,1
5723,18,B21,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,557.7,33,1,0.0,0,0,0,2.0,1
5724,18,B21,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,654.2,33,1,0.0,0,0,0,2.0,1
5725,18,B21,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,606.5,33,1,0.0,0,0,0,2.0,1
5726,18,B21,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,620.9,33,1,0.0,0,0,0,2.0,1
5727,18,B21,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,608.4,33,1,0.0,0,0,0,3.0,1
5728,18,B21,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,634.1,33,1,0.0,0,0,0,3.0,1
5729,18,B21,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,614.8,33,1,0.0,0,0,0,3.0,1
5730,18,B21,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,639.6,33,1,0.0,0,0,0,3.0,1
5731,18,B21,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,607.7,33,1,0.0,0,0,0,3.0,1
5732,18,B21,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,324.9,33,1,0.0,0,0,0,0.088,4
5733,18,B21,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,666.8,33,1,0.0,0,0,0,0.258,4
5734,18,B21,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,557.7,33,1,0.0,0,0,0,0.258,4
5735,18,B21,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,654.2,33,1,0.0,0,0,0,0.278,4
5736,18,B21,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,606.5,33,1,0.0,0,0,0,0.278,4
5737,18,B21,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,620.9,33,1,0.0,0,0,0,0.238,4
5738,18,B21,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,608.4,33,1,0.0,0,0,0,0.238,4
5739,18,B21,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,634.1,33,1,0.0,0,0,0,0.228,4
5740,18,B21,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,614.8,33,1,0.0,0,0,0,0.228,4
5741,18,B21,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,639.6,33,1,0.0,0,0,0,0.228,4
5742,18,B21,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[3,3]","[61,61]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,607.7,33,1,0.0,0,0,0,0.228,4
5743,18,B22,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,340.0,33,1,0.0,0,0,0,1.0,1
5744,18,B22,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,345.4,33,1,0.0,0,0,0,2.0,1
5745,18,B22,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,229.2,33,1,0.0,0,0,0,3.0,1
5746,18,B22,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,493.6,33,1,0.0,0,0,0,4.0,1
5747,18,B22,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,450.0,33,1,0.0,0,0,0,4.0,1
5748,18,B22,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,355.2,33,1,0.0,0,0,0,4.0,1
5749,18,B22,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,538.6,33,1,0.0,0,0,0,4.0,1
5750,18,B22,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,579.4,33,1,0.0,0,0,0,4.0,1
5751,18,B22,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,340.0,33,1,0.0,0,0,0,0.09,4
5752,18,B22,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,345.4,33,1,0.0,0,0,0,0.162,4
5753,18,B22,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,229.2,33,1,0.0,0,0,0,0.129,4
5754,18,B22,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,493.6,33,1,0.0,0,0,0,0.21,4
5755,18,B22,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,450.0,33,1,0.0,0,0,0,0.39,4
5756,18,B22,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,355.2,33,1,0.0,0,0,0,0.41,4
5757,18,B22,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,538.6,33,1,0.0,0,0,0,0.509,4
5758,18,B22,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,579.4,33,1,0.0,0,0,0,0.617,4
5759,18,B22,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,27]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,617.0,"[8,8]","[30,120]","[4,4]","[41,41]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,579.4,33,1,0.0,0,0,0,555.0,5
5760,18,B23,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,19.5,33,1,0.0,0,0,0,1.0,1
5761,18,B23,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,363.5,33,1,0.0,0,0,0,1.0,1
5762,18,B23,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,345.0,33,1,0.0,0,0,0,1.0,1
5763,18,B23,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,396.0,33,1,0.0,0,0,0,1.0,1
5764,18,B23,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,132.4,33,1,0.0,0,0,0,2.0,1
5765,18,B23,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,374.3,33,1,0.0,0,0,0,2.0,1
5766,18,B23,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,366.7,33,1,0.0,0,0,0,2.0,1
5767,18,B23,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,427.5,33,1,0.0,0,0,0,2.0,1
5768,18,B23,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,238.7,33,1,0.0,0,0,0,3.0,1
5769,18,B23,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,375.4,33,1,0.0,0,0,0,3.0,1
5770,18,B23,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,452.4,33,1,0.0,0,0,0,3.0,1
5771,18,B23,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,297.3,33,1,0.0,0,0,0,3.0,1
5772,18,B23,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,367.8,33,1,0.0,0,0,0,3.0,1
5773,18,B23,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,461.1,33,1,0.0,0,0,0,3.0,1
5774,18,B23,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,364.6,33,1,0.0,0,0,0,4.0,1
5775,18,B23,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,496.9,33,1,0.0,0,0,0,4.0,1
5776,18,B23,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,370.0,33,1,0.0,0,0,0,5.0,1
5777,18,B23,18,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,525.1,33,1,0.0,0,0,0,5.0,1
5778,18,B23,19,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,442.7,33,1,0.0,0,0,0,6.0,1
5779,18,B23,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,19.5,33,1,0.0,0,0,0,0.095,4
5780,18,B23,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,363.5,33,1,0.0,0,0,0,0.28,4
5781,18,B23,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,345.0,33,1,0.0,0,0,0,0.28,4
5782,18,B23,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,396.0,33,1,0.0,0,0,0,0.298,4
5783,18,B23,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,132.4,33,1,0.0,0,0,0,0.199,4
5784,18,B23,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,374.3,33,1,0.0,0,0,0,0.318,4
5785,18,B23,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,366.7,33,1,0.0,0,0,0,0.318,4
5786,18,B23,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,427.5,33,1,0.0,0,0,0,0.373,4
5787,18,B23,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,238.7,33,1,0.0,0,0,0,0.297,4
5788,18,B23,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,375.4,33,1,0.0,0,0,0,0.356,4
5789,18,B23,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,452.4,33,1,0.0,0,0,0,0.424,4
5790,18,B23,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,297.3,33,1,0.0,0,0,0,0.339,4
5791,18,B23,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,367.8,33,1,0.0,0,0,0,0.37,4
5792,18,B23,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,461.1,33,1,0.0,0,0,0,0.444,4
5793,18,B23,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,364.6,33,1,0.0,0,0,0,0.39,4
5794,18,B23,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,496.9,33,1,0.0,0,0,0,0.489,4
5795,18,B23,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,370.0,33,1,0.0,0,0,0,0.41,4
5796,18,B23,18,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,525.1,33,1,0.0,0,0,0,0.527,4
5797,18,B23,19,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,442.7,33,1,0.0,0,0,0,0.472,4
5798,18,B23,19,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,28]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[3,3]","[60,60]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,442.7,33,1,0.0,0,0,0,184.0,5
5799,18,B24,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,84.3,33,1,0.0,0,0,0,1.0,1
5800,18,B24,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,132.6,33,1,0.0,0,0,0,2.0,1
5801,18,B24,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,187.4,33,1,0.0,0,0,0,3.0,1
5802,18,B24,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,226.9,33,1,0.0,0,0,0,4.0,1
5803,18,B24,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,236.8,33,1,0.0,0,0,0,5.0,1
5804,18,B24,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,272.0,33,1,0.0,0,0,0,6.0,1
5805,18,B24,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,329.0,33,1,0.0,0,0,0,7.0,1
5806,18,B24,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,339.0,33,1,0.0,0,0,0,8.0,1
5807,18,B24,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,84.3,33,1,0.0,0,0,0,0.08,4
5808,18,B24,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,132.6,33,1,0.0,0,0,0,0.128,4
5809,18,B24,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,187.4,33,1,0.0,0,0,0,0.218,4
5810,18,B24,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,226.9,33,1,0.0,0,0,0,0.238,4
5811,18,B24,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,236.8,33,1,0.0,0,0,0,0.248,4
5812,18,B24,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,272.0,33,1,0.0,0,0,0,0.279,4
5813,18,B24,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,329.0,33,1,0.0,0,0,0,0.311,4
5814,18,B24,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,339.0,33,1,0.0,0,0,0,0.319,4
5815,18,B24,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,26]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,564.0,"[10,10]","[31,119]","[4,4]","[40,40]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,339.0,33,1,0.0,0,0,0,173.0,5
5816,18,B25,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,259.7,33,1,0.0,0,0,0,1.0,1
5817,18,B25,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,626.8,33,1,0.0,0,0,0,1.0,1
5818,18,B25,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,55.8,33,1,0.0,0,0,0,2.0,1
5819,18,B25,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,459.4,33,1,0.0,0,0,0,2.0,1
5820,18,B25,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,439.0,33,1,0.0,0,0,0,2.0,1
5821,18,B25,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,503.4,33,1,0.0,0,0,0,4.0,1
5822,18,B25,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,449.7,33,1,0.0,0,0,0,4.0,1
5823,18,B25,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,535.6,33,1,0.0,0,0,0,5.0,1
5824,18,B25,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,353.1,33,1,0.0,0,0,0,5.0,1
5825,18,B25,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,426.1,33,1,0.0,0,0,0,5.0,1
5826,18,B25,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,543.1,33,1,0.0,0,0,0,5.0,1
5827,18,B25,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,529.2,33,1,0.0,0,0,0,5.0,1
5828,18,B25,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,578.5,33,1,0.0,0,0,0,6.0,1
5829,18,B25,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,439.0,33,1,0.0,0,0,0,6.0,1
5830,18,B25,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,529.2,33,1,0.0,0,0,0,7.0,1
5831,18,B25,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,435.8,33,1,0.0,0,0,0,7.0,1
5832,18,B25,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,524.9,33,1,0.0,0,0,0,7.0,1
5833,18,B25,18,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,512.0,33,1,0.0,0,0,0,7.0,1
5834,18,B25,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,259.7,33,1,0.0,0,0,0,0.098,4
5835,18,B25,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,626.8,33,1,0.0,0,0,0,0.171,4
5836,18,B25,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,55.8,33,1,0.0,0,0,0,0.218,4
5837,18,B25,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,459.4,33,1,0.0,0,0,0,0.559,4
5838,18,B25,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,439.0,33,1,0.0,0,0,0,0.559,4
5839,18,B25,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,503.4,33,1,0.0,0,0,0,0.761,4
5840,18,B25,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,449.7,33,1,0.0,0,0,0,0.707,4
5841,18,B25,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,535.6,33,1,0.0,0,0,0,0.845,4
5842,18,B25,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,353.1,33,1,0.0,0,0,0,0.719,4
5843,18,B25,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,426.1,33,1,0.0,0,0,0,0.778,4
5844,18,B25,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,543.1,33,1,0.0,0,0,0,0.916,4
5845,18,B25,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,529.2,33,1,0.0,0,0,0,0.916,4
5846,18,B25,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,578.5,33,1,0.0,0,0,0,0.916,4
5847,18,B25,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,439.0,33,1,0.0,0,0,0,0.638,4
5848,18,B25,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,529.2,33,1,0.0,0,0,0,0.828,4
5849,18,B25,16,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,435.8,33,1,0.0,0,0,0,0.903,4
5850,18,B25,17,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,524.9,33,1,0.0,0,0,0,0.824,4
5851,18,B25,18,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,512.0,33,1,0.0,0,0,0,0.824,4
5852,18,B25,18,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,2500.0,2500.0,1400.0,1400.0,150.0,450,"[2,6]","[7,34]","[0,65]","[0,20]",2.0,[43.5],"[1,150x300,0]",[36],[2.71],"[1,150x300,1]",[36],[0],"[0,0,0]",[0],"[1,0,0,0,0.55,30,0,0,0]",0.0,2,685.3,"[10,10]","[31,119]","[2,2]","[110,110]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,512.0,33,1,0.0,0,0,0,250.0,5
5853,18,C111,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,52]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,197.0,57,1,0.0,0,0,0,2.0,1
5854,18,C111,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,52]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,373.7,57,1,0.0,0,0,0,3.0,1
5855,18,C111,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,52]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,401.6,57,1,0.0,0,0,0,4.0,1
5856,18,C111,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,52]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,437.0,57,1,0.0,0,0,0,4.0,1
5857,18,C111,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,52]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,197.0,57,1,0.0,0,0,0,0.388,2
5858,18,C111,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,52]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,373.7,57,1,0.0,0,0,0,0.486,2
5859,18,C111,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,52]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,401.6,57,1,0.0,0,0,0,0.48,2
5860,18,C111,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,52]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,437.0,57,1,0.0,0,0,0,0.559,2
5861,18,C112,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,329.3,56,1,0.0,0,0,0,1.0,1
5862,18,C112,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,128.0,56,1,0.0,0,0,0,2.0,1
5863,18,C112,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,171.9,56,1,0.0,0,0,0,2.0,1
5864,18,C112,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,345.8,56,1,0.0,0,0,0,3.0,1
5865,18,C112,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,195.7,56,1,0.0,0,0,0,3.0,1
5866,18,C112,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,280.8,56,1,0.0,0,0,0,4.0,1
5867,18,C112,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,364.1,56,1,0.0,0,0,0,5.0,1
5868,18,C112,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,329.3,56,1,0.0,0,0,0,0.35,2
5869,18,C112,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,128.0,56,1,0.0,0,0,0,0.241,2
5870,18,C112,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,171.9,56,1,0.0,0,0,0,0.279,2
5871,18,C112,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,345.8,56,1,0.0,0,0,0,0.342,2
5872,18,C112,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,195.7,56,1,0.0,0,0,0,0.316,2
5873,18,C112,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,280.8,56,1,0.0,0,0,0,0.327,2
5874,18,C112,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,364.1,56,1,0.0,0,0,0,0.385,2
5875,18,C113,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,315.3,56,1,0.0,0,0,0,1.0,1
5876,18,C113,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,107.5,56,1,0.0,0,0,0,2.0,1
5877,18,C113,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,173.2,56,1,0.0,0,0,0,2.0,1
5878,18,C113,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,316.8,56,1,0.0,0,0,0,3.0,1
5879,18,C113,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,220.7,56,1,0.0,0,0,0,4.0,1
5880,18,C113,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,344.4,56,1,0.0,0,0,0,5.0,1
5881,18,C113,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,315.3,56,1,0.0,0,0,0,0.294,2
5882,18,C113,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,107.5,56,1,0.0,0,0,0,0.205,2
5883,18,C113,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,173.2,56,1,0.0,0,0,0,0.274,2
5884,18,C113,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,316.8,56,1,0.0,0,0,0,0.337,2
5885,18,C113,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,220.7,56,1,0.0,0,0,0,0.28,2
5886,18,C113,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,51]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,344.4,56,1,0.0,0,0,0,0.338,2
5887,18,C114,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,294.9,55,1,0.0,0,0,0,1.0,1
5888,18,C114,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,119.1,55,1,0.0,0,0,0,2.0,1
5889,18,C114,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,320.4,55,1,0.0,0,0,0,2.0,1
5890,18,C114,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,177.5,55,1,0.0,0,0,0,3.0,1
5891,18,C114,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,329.7,55,1,0.0,0,0,0,3.0,1
5892,18,C114,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,210.9,55,1,0.0,0,0,0,4.0,1
5893,18,C114,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,331.4,55,1,0.0,0,0,0,4.0,1
5894,18,C114,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,294.9,55,1,0.0,0,0,0,0.376,2
5895,18,C114,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,119.1,55,1,0.0,0,0,0,0.261,2
5896,18,C114,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,320.4,55,1,0.0,0,0,0,0.442,2
5897,18,C114,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,177.5,55,1,0.0,0,0,0,0.333,2
5898,18,C114,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,329.7,55,1,0.0,0,0,0,0.456,2
5899,18,C114,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,210.9,55,1,0.0,0,0,0,0.399,2
5900,18,C114,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,50]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,331.4,55,1,0.0,0,0,0,0.459,2
5901,18,C115,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,267.9,54,1,0.0,0,0,0,1.0,1
5902,18,C115,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,52.1,54,1,0.0,0,0,0,2.0,1
5903,18,C115,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,170.3,54,1,0.0,0,0,0,2.0,1
5904,18,C115,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,215.4,54,1,0.0,0,0,0,3.0,1
5905,18,C115,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,232.9,54,1,0.0,0,0,0,3.0,1
5906,18,C115,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,291.5,54,1,0.0,0,0,0,4.0,1
5907,18,C115,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,276.1,54,1,0.0,0,0,0,5.0,1
5908,18,C115,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,330.2,54,1,0.0,0,0,0,6.0,1
5909,18,C115,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,267.9,54,1,0.0,0,0,0,0.209,2
5910,18,C115,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,52.1,54,1,0.0,0,0,0,0.092,2
5911,18,C115,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,170.3,54,1,0.0,0,0,0,0.186,2
5912,18,C115,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,215.4,54,1,0.0,0,0,0,0.223,2
5913,18,C115,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,232.9,54,1,0.0,0,0,0,0.247,2
5914,18,C115,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,291.5,54,1,0.0,0,0,0,0.265,2
5915,18,C115,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,276.1,54,1,0.0,0,0,0,0.264,2
5916,18,C115,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[5,5]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,330.2,54,1,0.0,0,0,0,0.289,2
5917,18,C116,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,147.6,54,1,0.0,0,0,0,1.0,1
5918,18,C116,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,234.0,54,1,0.0,0,0,0,1.0,1
5919,18,C116,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,172.1,54,1,0.0,0,0,0,2.0,1
5920,18,C116,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,166.3,54,1,0.0,0,0,0,2.0,1
5921,18,C116,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,258.6,54,1,0.0,0,0,0,2.0,1
5922,18,C116,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,218.3,54,1,0.0,0,0,0,3.0,1
5923,18,C116,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,276.9,54,1,0.0,0,0,0,4.0,1
5924,18,C116,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,233.2,54,1,0.0,0,0,0,5.0,1
5925,18,C116,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,288.9,54,1,0.0,0,0,0,6.0,1
5926,18,C116,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,147.6,54,1,0.0,0,0,0,0.093,2
5927,18,C116,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,234.0,54,1,0.0,0,0,0,0.19,2
5928,18,C116,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,172.1,54,1,0.0,0,0,0,0.129,2
5929,18,C116,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,166.3,54,1,0.0,0,0,0,0.187,2
5930,18,C116,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,258.6,54,1,0.0,0,0,0,0.257,2
5931,18,C116,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,218.3,54,1,0.0,0,0,0,0.228,2
5932,18,C116,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,276.9,54,1,0.0,0,0,0,0.259,2
5933,18,C116,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,233.2,54,1,0.0,0,0,0,0.25,2
5934,18,C116,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,49]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,288.9,54,1,0.0,0,0,0,0.291,2
5935,18,C117,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,136.2,53,1,0.0,0,0,0,1.0,1
5936,18,C117,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,178.0,53,1,0.0,0,0,0,2.0,1
5937,18,C117,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,135.9,53,1,0.0,0,0,0,3.0,1
5938,18,C117,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,157.1,53,1,0.0,0,0,0,4.0,1
5939,18,C117,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,188.3,53,1,0.0,0,0,0,5.0,1
5940,18,C117,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,155.0,53,1,0.0,0,0,0,6.0,1
5941,18,C117,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,196.8,53,1,0.0,0,0,0,6.0,1
5942,18,C117,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,169.8,53,1,0.0,0,0,0,7.0,1
5943,18,C117,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,189.3,53,1,0.0,0,0,0,7.0,1
5944,18,C117,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,203.5,53,1,0.0,0,0,0,8.0,1
5945,18,C117,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,185.4,53,1,0.0,0,0,0,9.0,1
5946,18,C117,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,181.6,53,1,0.0,0,0,0,9.0,1
5947,18,C117,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,206.4,53,1,0.0,0,0,0,9.0,1
5948,18,C117,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,205.2,53,1,0.0,0,0,0,10.0,1
5949,18,C117,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,222.8,53,1,0.0,0,0,0,10.0,1
5950,18,C117,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,136.2,53,1,0.0,0,0,0,0.101,2
5951,18,C117,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,178.0,53,1,0.0,0,0,0,0.113,2
5952,18,C117,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,135.9,53,1,0.0,0,0,0,0.107,2
5953,18,C117,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,157.1,53,1,0.0,0,0,0,0.116,2
5954,18,C117,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,188.3,53,1,0.0,0,0,0,0.123,2
5955,18,C117,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,155.0,53,1,0.0,0,0,0,0.101,2
5956,18,C117,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,196.8,53,1,0.0,0,0,0,0.121,2
5957,18,C117,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,169.8,53,1,0.0,0,0,0,0.109,2
5958,18,C117,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,189.3,53,1,0.0,0,0,0,0.11,2
5959,18,C117,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,203.5,53,1,0.0,0,0,0,0.116,2
5960,18,C117,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,185.4,53,1,0.0,0,0,0,0.113,2
5961,18,C117,12,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,181.6,53,1,0.0,0,0,0,0.109,2
5962,18,C117,13,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,206.4,53,1,0.0,0,0,0,0.125,2
5963,18,C117,14,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,205.2,53,1,0.0,0,0,0,0.125,2
5964,18,C117,15,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[6,6]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,222.8,53,1,0.0,0,0,0,0.138,2
5965,18,C118,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,97.0,53,1,0.0,0,0,0,1.0,1
5966,18,C118,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,107.4,53,1,0.0,0,0,0,3.0,1
5967,18,C118,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,124.8,53,1,0.0,0,0,0,5.0,1
5968,18,C118,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,155.4,53,1,0.0,0,0,0,5.0,1
5969,18,C118,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,182.4,53,1,0.0,0,0,0,6.0,1
5970,18,C118,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,178.9,53,1,0.0,0,0,0,6.0,1
5971,18,C118,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,158.7,53,1,0.0,0,0,0,7.0,1
5972,18,C118,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,171.7,53,1,0.0,0,0,0,8.0,1
5973,18,C118,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,193.6,53,1,0.0,0,0,0,8.0,1
5974,18,C118,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,216.2,53,1,0.0,0,0,0,8.0,1
5975,18,C118,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,97.0,53,1,0.0,0,0,0,0.09,2
5976,18,C118,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,107.4,53,1,0.0,0,0,0,0.103,2
5977,18,C118,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,124.8,53,1,0.0,0,0,0,0.112,2
5978,18,C118,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,155.4,53,1,0.0,0,0,0,0.128,2
5979,18,C118,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,182.4,53,1,0.0,0,0,0,0.142,2
5980,18,C118,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,178.9,53,1,0.0,0,0,0,0.142,2
5981,18,C118,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,158.7,53,1,0.0,0,0,0,0.139,2
5982,18,C118,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,171.7,53,1,0.0,0,0,0,0.143,2
5983,18,C118,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,193.6,53,1,0.0,0,0,0,0.159,2
5984,18,C118,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,48]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,216.2,53,1,0.0,0,0,0,0.18,2
5985,18,C119,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,185.9,50,1,0.0,0,0,0,1.0,1
5986,18,C119,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,113.2,50,1,0.0,0,0,0,2.0,1
5987,18,C119,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,129.5,50,1,0.0,0,0,0,3.0,1
5988,18,C119,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,190.1,50,1,0.0,0,0,0,3.0,1
5989,18,C119,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,144.0,50,1,0.0,0,0,0,4.0,1
5990,18,C119,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,203.0,50,1,0.0,0,0,0,4.0,1
5991,18,C119,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,179.1,50,1,0.0,0,0,0,5.0,1
5992,18,C119,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,214.8,50,1,0.0,0,0,0,5.0,1
5993,18,C119,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,188.5,50,1,0.0,0,0,0,5.0,1
5994,18,C119,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,240.3,50,1,0.0,0,0,0,6.0,1
5995,18,C119,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,211.2,50,1,0.0,0,0,0,6.0,1
5996,18,C119,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,185.9,50,1,0.0,0,0,0,0.201,2
5997,18,C119,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,113.2,50,1,0.0,0,0,0,0.14,2
5998,18,C119,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,129.5,50,1,0.0,0,0,0,0.145,2
5999,18,C119,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,190.1,50,1,0.0,0,0,0,0.226,2
6000,18,C119,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,144.0,50,1,0.0,0,0,0,0.241,2
6001,18,C119,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,203.0,50,1,0.0,0,0,0,0.257,2
6002,18,C119,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,179.1,50,1,0.0,0,0,0,0.259,2
6003,18,C119,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,214.8,50,1,0.0,0,0,0,0.258,2
6004,18,C119,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,188.5,50,1,0.0,0,0,0,0.218,2
6005,18,C119,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,240.3,50,1,0.0,0,0,0,0.241,2
6006,18,C119,11,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[5,45]","[0,65]","[0,20]",2.0,[29.7],"[1,150x300,0]",[28],"[2.02,2.38]","[1,150x300,1]","[28,55]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,568.0,"[16,16]","[34,146]","[3,3]","[47,47]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,0.0,1,0.0,0.0,211.2,50,1,0.0,0,0,0,0.231,2
6007,18,C210,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,29.0,15,46,0.0,0,0,0,1.0,1
6008,18,C210,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,26.0,15,53,0.0,0,0,0,1.0,1
6009,18,C210,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,223.0,15,95,0.0,0,0,0,1.0,1
6010,18,C210,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,292.0,15,124,0.0,0,0,0,1.0,1
6011,18,C210,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,381.0,15,155,0.0,0,0,0,1.0,1
6012,18,C210,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,537.0,15,277,0.0,0,0,0,1.0,1
6013,18,C210,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,561.0,15,319,0.0,0,0,0,1.0,1
6014,18,C210,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,516.0,15,368,0.0,0,0,0,1.0,1
6015,18,C210,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,543.0,15,398,0.0,0,0,0,1.0,1
6016,18,C210,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,29.0,15,46,0.0,0,0,0,0.204,2
6017,18,C210,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,26.0,15,53,0.0,0,0,0,0.204,2
6018,18,C210,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,223.0,15,95,0.0,0,0,0,0.402,2
6019,18,C210,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,292.0,15,124,0.0,0,0,0,0.468,2
6020,18,C210,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,381.0,15,155,0.0,0,0,0,0.541,2
6021,18,C210,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,537.0,15,277,0.0,0,0,0,0.723,2
6022,18,C210,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,561.0,15,319,0.0,0,0,0,0.765,2
6023,18,C210,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,516.0,15,368,0.0,0,0,0,0.847,2
6024,18,C210,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,543.0,15,398,0.0,0,0,0,0.855,2
6025,18,C210,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,29.0,15,46,0.0,0,0,0,0.204,4
6026,18,C210,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,26.0,15,53,0.0,0,0,0,0.204,4
6027,18,C210,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,223.0,15,95,0.0,0,0,0,0.402,4
6028,18,C210,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,292.0,15,124,0.0,0,0,0,0.468,4
6029,18,C210,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,381.0,15,155,0.0,0,0,0,0.541,4
6030,18,C210,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,537.0,15,277,0.0,0,0,0,0.723,4
6031,18,C210,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,561.0,15,319,0.0,0,0,0,0.765,4
6032,18,C210,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,516.0,15,368,0.0,0,0,0,0.847,4
6033,18,C210,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[4,4]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,543.0,15,398,0.0,0,0,0,0.855,4
6034,18,C211,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,26.0,15,46,0.0,0,0,0,1.0,1
6035,18,C211,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,64.0,15,46,0.0,0,0,0,1.0,1
6036,18,C211,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,232.0,15,95,0.0,0,0,0,1.0,1
6037,18,C211,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,307.0,15,124,0.0,0,0,0,1.0,1
6038,18,C211,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,102.0,15,155,0.0,0,0,0,2.0,1
6039,18,C211,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,266.0,15,277,0.0,0,0,0,2.0,1
6040,18,C211,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,291.0,15,319,0.0,0,0,0,2.0,1
6041,18,C211,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,345.0,15,368,0.0,0,0,0,2.0,1
6042,18,C211,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,327.0,15,398,0.0,0,0,0,2.0,1
6043,18,C211,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,26.0,15,46,0.0,0,0,0,0.156,2
6044,18,C211,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,64.0,15,46,0.0,0,0,0,0.187,2
6045,18,C211,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,232.0,15,95,0.0,0,0,0,0.374,2
6046,18,C211,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,307.0,15,124,0.0,0,0,0,0.433,2
6047,18,C211,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,102.0,15,155,0.0,0,0,0,0.501,2
6048,18,C211,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,266.0,15,277,0.0,0,0,0,0.406,2
6049,18,C211,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,291.0,15,319,0.0,0,0,0,0.419,2
6050,18,C211,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,345.0,15,368,0.0,0,0,0,0.452,2
6051,18,C211,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,327.0,15,398,0.0,0,0,0,0.464,2
6052,18,C211,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,26.0,15,46,0.0,0,0,0,0.156,4
6053,18,C211,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,64.0,15,46,0.0,0,0,0,0.187,4
6054,18,C211,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,232.0,15,95,0.0,0,0,0,0.374,4
6055,18,C211,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,307.0,15,124,0.0,0,0,0,0.433,4
6056,18,C211,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,102.0,15,155,0.0,0,0,0,0.501,4
6057,18,C211,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,266.0,15,277,0.0,0,0,0,0.451,4
6058,18,C211,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,291.0,15,319,0.0,0,0,0,0.464,4
6059,18,C211,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,345.0,15,368,0.0,0,0,0,0.495,4
6060,18,C211,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[5,5]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,327.0,15,398,0.0,0,0,0,0.501,4
6061,18,C212,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,44.0,15,46,0.0,0,0,0,1.0,1
6062,18,C212,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,103.0,15,46,0.0,0,0,0,1.0,1
6063,18,C212,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,295.0,15,95,0.0,0,0,0,1.0,1
6064,18,C212,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,360.0,15,124,0.0,0,0,0,1.0,1
6065,18,C212,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,111.0,15,155,0.0,0,0,0,1.0,1
6066,18,C212,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,299.0,15,277,0.0,0,0,0,2.0,1
6067,18,C212,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,325.0,15,319,0.0,0,0,0,2.0,1
6068,18,C212,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,365.0,15,368,0.0,0,0,0,2.0,1
6069,18,C212,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,353.0,15,398,0.0,0,0,0,2.0,1
6070,18,C212,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,44.0,15,46,0.0,0,0,0,0.107,2
6071,18,C212,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,103.0,15,46,0.0,0,0,0,0.169,2
6072,18,C212,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,295.0,15,95,0.0,0,0,0,0.323,2
6073,18,C212,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,360.0,15,124,0.0,0,0,0,0.374,2
6074,18,C212,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,111.0,15,155,0.0,0,0,0,0.429,2
6075,18,C212,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,299.0,15,277,0.0,0,0,0,0.376,2
6076,18,C212,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,325.0,15,319,0.0,0,0,0,0.397,2
6077,18,C212,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,365.0,15,368,0.0,0,0,0,0.422,2
6078,18,C212,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,353.0,15,398,0.0,0,0,0,0.432,2
6079,18,C212,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,44.0,15,46,0.0,0,0,0,0.107,4
6080,18,C212,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,103.0,15,46,0.0,0,0,0,0.169,4
6081,18,C212,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,295.0,15,95,0.0,0,0,0,0.323,4
6082,18,C212,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,360.0,15,124,0.0,0,0,0,0.374,4
6083,18,C212,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,111.0,15,155,0.0,0,0,0,0.429,4
6084,18,C212,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,299.0,15,277,0.0,0,0,0,0.385,4
6085,18,C212,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,325.0,15,319,0.0,0,0,0,0.407,4
6086,18,C212,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,365.0,15,368,0.0,0,0,0,0.422,4
6087,18,C212,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,586.3,"[8,8]","[30,150]","[6,6]","[51,51]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,353.0,15,398,0.0,0,0,0,0.433,4
6088,18,C213,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,43.0,15,46,0.0,0,0,0,1.0,1
6089,18,C213,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,85.0,15,46,0.0,0,0,0,1.0,1
6090,18,C213,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,249.0,15,95,0.0,0,0,0,1.0,1
6091,18,C213,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,300.0,15,124,0.0,0,0,0,1.0,1
6092,18,C213,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,115.0,15,155,0.0,0,0,0,2.0,1
6093,18,C213,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,271.0,15,277,0.0,0,0,0,2.0,1
6094,18,C213,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,288.0,15,319,0.0,0,0,0,2.0,1
6095,18,C213,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,320.0,15,368,0.0,0,0,0,2.0,1
6096,18,C213,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,312.0,15,398,0.0,0,0,0,2.0,1
6097,18,C213,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,43.0,15,46,0.0,0,0,0,0.105,2
6098,18,C213,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,85.0,15,46,0.0,0,0,0,0.158,2
6099,18,C213,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,249.0,15,95,0.0,0,0,0,0.319,2
6100,18,C213,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,300.0,15,124,0.0,0,0,0,0.38,2
6101,18,C213,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,115.0,15,155,0.0,0,0,0,0.247,2
6102,18,C213,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,271.0,15,277,0.0,0,0,0,0.373,2
6103,18,C213,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,288.0,15,319,0.0,0,0,0,0.39,2
6104,18,C213,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,320.0,15,368,0.0,0,0,0,0.418,2
6105,18,C213,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,312.0,15,398,0.0,0,0,0,0.434,2
6106,18,C213,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,43.0,15,46,0.0,0,0,0,0.105,4
6107,18,C213,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,85.0,15,46,0.0,0,0,0,0.158,4
6108,18,C213,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,249.0,15,95,0.0,0,0,0,0.319,4
6109,18,C213,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,300.0,15,124,0.0,0,0,0,0.38,4
6110,18,C213,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,115.0,15,155,0.0,0,0,0,0.283,4
6111,18,C213,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,271.0,15,277,0.0,0,0,0,0.404,4
6112,18,C213,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,288.0,15,319,0.0,0,0,0,0.418,4
6113,18,C213,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,320.0,15,368,0.0,0,0,0,0.442,4
6114,18,C213,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,570.0,"[10,10]","[31,149]","[4,4]","[50,50]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,312.0,15,398,0.0,0,0,0,0.457,4
6115,18,C214,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,85.0,15,95,0.0,0,0,0,2.0,1
6116,18,C214,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,114.0,15,124,0.0,0,0,0,2.0,1
6117,18,C214,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,120.0,15,155,0.0,0,0,0,2.0,1
6118,18,C214,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,234.0,15,277,0.0,0,0,0,2.0,1
6119,18,C214,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,252.0,15,319,0.0,0,0,0,2.0,1
6120,18,C214,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,279.0,15,368,0.0,0,0,0,2.0,1
6121,18,C214,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,275.0,15,398,0.0,0,0,0,2.0,1
6122,18,C214,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,85.0,15,95,0.0,0,0,0,0.2,2
6123,18,C214,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,114.0,15,124,0.0,0,0,0,0.233,2
6124,18,C214,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,120.0,15,155,0.0,0,0,0,0.272,2
6125,18,C214,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,234.0,15,277,0.0,0,0,0,0.386,2
6126,18,C214,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,252.0,15,319,0.0,0,0,0,0.403,2
6127,18,C214,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,279.0,15,368,0.0,0,0,0,0.428,2
6128,18,C214,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,275.0,15,398,0.0,0,0,0,0.443,2
6129,18,C214,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,85.0,15,95,0.0,0,0,0,0.202,4
6130,18,C214,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,114.0,15,124,0.0,0,0,0,0.242,4
6131,18,C214,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,120.0,15,155,0.0,0,0,0,0.286,4
6132,18,C214,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,234.0,15,277,0.0,0,0,0,0.402,4
6133,18,C214,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,252.0,15,319,0.0,0,0,0,0.424,4
6134,18,C214,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,279.0,15,368,0.0,0,0,0,0.451,4
6135,18,C214,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[3,3]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,105.0,1,0.0,0.0,275.0,15,398,0.0,0,0,0,0.466,4
6136,18,C216,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,70.0,15,39,0.0,0,0,0,1.0,1
6137,18,C216,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,69.0,15,46,0.0,0,0,0,1.0,1
6138,18,C216,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,94.0,15,46,0.0,0,0,0,1.0,1
6139,18,C216,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,238.0,15,95,0.0,0,0,0,1.0,1
6140,18,C216,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,271.0,15,124,0.0,0,0,0,1.0,1
6141,18,C216,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,100.0,15,155,0.0,0,0,0,1.0,1
6142,18,C216,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,249.0,15,277,0.0,0,0,0,2.0,1
6143,18,C216,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,249.0,15,319,0.0,0,0,0,2.0,1
6144,18,C216,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,283.0,15,368,0.0,0,0,0,2.0,1
6145,18,C216,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,253.0,15,398,0.0,0,0,0,2.0,1
6146,18,C216,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,70.0,15,39,0.0,0,0,0,0.099,2
6147,18,C216,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,69.0,15,46,0.0,0,0,0,0.101,2
6148,18,C216,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,94.0,15,46,0.0,0,0,0,0.121,2
6149,18,C216,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,238.0,15,95,0.0,0,0,0,0.264,2
6150,18,C216,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,271.0,15,124,0.0,0,0,0,0.319,2
6151,18,C216,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,100.0,15,155,0.0,0,0,0,0.367,2
6152,18,C216,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,249.0,15,277,0.0,0,0,0,0.335,2
6153,18,C216,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,249.0,15,319,0.0,0,0,0,0.352,2
6154,18,C216,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,283.0,15,368,0.0,0,0,0,0.38,2
6155,18,C216,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,253.0,15,398,0.0,0,0,0,0.396,2
6156,18,C216,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,70.0,15,39,0.0,0,0,0,0.099,4
6157,18,C216,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,69.0,15,46,0.0,0,0,0,0.101,4
6158,18,C216,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,94.0,15,46,0.0,0,0,0,0.121,4
6159,18,C216,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,238.0,15,95,0.0,0,0,0,0.264,4
6160,18,C216,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,271.0,15,124,0.0,0,0,0,0.319,4
6161,18,C216,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,100.0,15,155,0.0,0,0,0,0.367,4
6162,18,C216,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,249.0,15,277,0.0,0,0,0,0.345,4
6163,18,C216,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,249.0,15,319,0.0,0,0,0,0.356,4
6164,18,C216,9,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,283.0,15,368,0.0,0,0,0,0.382,4
6165,18,C216,10,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,603.3,"[12,12]","[32,148]","[4,4]","[49,49]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,43.0,1,0.0,0.0,253.0,15,398,0.0,0,0,0,0.396,4
6166,18,C218,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,58.0,15,46,0.0,0,0,0,1.0,1
6167,18,C218,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,190.0,15,95,0.0,0,0,0,1.0,1
6168,18,C218,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,217.0,15,124,0.0,0,0,0,1.0,1
6169,18,C218,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,98.0,15,155,0.0,0,0,0,2.0,1
6170,18,C218,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,207.0,15,277,0.0,0,0,0,2.0,1
6171,18,C218,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,216.0,15,319,0.0,0,0,0,2.0,1
6172,18,C218,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,236.0,15,368,0.0,0,0,0,2.0,1
6173,18,C218,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,132.0,15,398,0.0,0,0,0,3.0,1
6174,18,C218,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,58.0,15,46,0.0,0,0,0,0.101,2
6175,18,C218,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,190.0,15,95,0.0,0,0,0,0.226,2
6176,18,C218,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,217.0,15,124,0.0,0,0,0,0.27,2
6177,18,C218,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,98.0,15,155,0.0,0,0,0,0.2,2
6178,18,C218,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,207.0,15,277,0.0,0,0,0,0.3,2
6179,18,C218,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,216.0,15,319,0.0,0,0,0,0.316,2
6180,18,C218,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,236.0,15,368,0.0,0,0,0,0.34,2
6181,18,C218,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,132.0,15,398,0.0,0,0,0,0.253,2
6182,18,C218,1,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,58.0,15,46,0.0,0,0,0,0.101,4
6183,18,C218,2,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,190.0,15,95,0.0,0,0,0,0.226,4
6184,18,C218,3,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,217.0,15,124,0.0,0,0,0,0.27,4
6185,18,C218,4,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,98.0,15,155,0.0,0,0,0,0.215,4
6186,18,C218,5,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,207.0,15,277,0.0,0,0,0,0.305,4
6187,18,C218,6,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,216.0,15,319,0.0,0,0,0,0.316,4
6188,18,C218,7,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,236.0,15,368,0.0,0,0,0,0.341,4
6189,18,C218,8,https://doi.org/10.5075/epfl-thesis-666,Armature Minimale Pour Le Contrôle de la Fissuration des Structures en Béton,1987,0,Switzerland,École Polytechnique Fédérale de Lausanne,CEBAP,Jean-Paul Jaccoud,4300.0,4300.0,3000.0,3000.0,180.0,710,"[2,6]","[0,0]","[0,65]","[0,20]",2.0,"[31,38]","[1,150x300,0]","[27,365]","[1.89,2.20,2.77,3.05]","[1,150x300,1]","[27,39,155,365]",[0],"[0,0,0]",[0],"[1,0,0,0,0.6,30,0,0,0]",0.0,2,566.3,"[14,14]","[33,147]","[4,4]","[48,48]",[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,0,2,53.0,1,0.0,0.0,132.0,15,398,0.0,0,0,0,0.277,4
6190,19,H50-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,289.0,28,1,0.0,0,0,0,1.0,1
6191,19,H50-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,289.0,28,1,0.0,0,0,0,0.15,2
6192,19,H50-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,289.0,28,1,0.0,0,0,0,763.0,5
6193,19,H50-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,2.0,1
6194,19,H50-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,0.22,2
6195,19,H50-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,443.0,5
6196,19,H50-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,2.0,1
6197,19,H50-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.12,2
6198,19,H50-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,405.0,5
6199,19,H50-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,1.0,1
6200,19,H50-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,0.22,2
6201,19,H50-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,780.0,5
6202,19,H50-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,1.0,1
6203,19,H50-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,0.24,2
6204,19,H50-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,786.0,5
6205,19,H50-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,437.0,28,1,0.0,0,0,0,4.0,1
6206,19,H50-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,437.0,28,1,0.0,0,0,0,0.28,2
6207,19,H50-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,437.0,28,1,0.0,0,0,0,240.0,5
6208,19,H50-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,1.0,1
6209,19,H50-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,2.0,1
6210,19,H50-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.01,2
6211,19,H50-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,0.19,2
6212,19,H50-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,169.0,5
6213,19,H50-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,439.0,5
6214,19,H50-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,4.0,1
6215,19,H50-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.22,2
6216,19,H50-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,237.0,5
6217,19,H50-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,1.0,1
6218,19,H50-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,0.19,2
6219,19,H50-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,772.0,5
6220,19,H50-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,4.0,1
6221,19,H50-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,0.34,2
6222,19,H50-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,241.0,5
6223,19,H50-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,2.0,1
6224,19,H50-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,0.17,2
6225,19,H50-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,439.0,5
6226,19,H50-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,4.0,1
6227,19,H50-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,0.24,2
6228,19,H50-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,240.0,5
6229,19,H50-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,440.0,28,1,0.0,0,0,0,4.0,1
6230,19,H50-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,440.0,28,1,0.0,0,0,0,0.22,2
6231,19,H50-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,440.0,28,1,0.0,0,0,0,237.0,5
6232,19,H50-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,420.0,28,1,0.0,0,0,0,3.0,1
6233,19,H50-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,420.0,28,1,0.0,0,0,0,0.26,2
6234,19,H50-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,420.0,28,1,0.0,0,0,0,312.0,5
6235,19,H50-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,392.0,28,1,0.0,0,0,0,3.0,1
6236,19,H50-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,392.0,28,1,0.0,0,0,0,0.24,2
6237,19,H50-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,392.0,28,1,0.0,0,0,0,312.0,5
6238,19,H50-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,2.0,1
6239,19,H50-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,0.12,2
6240,19,H50-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,405.0,5
6241,19,H50-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,480.0,28,1,0.0,0,0,0,4.0,1
6242,19,H50-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,480.0,28,1,0.0,0,0,0,0.39,2
6243,19,H50-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,480.0,28,1,0.0,0,0,0,242.0,5
6244,19,H50-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,1.0,1
6245,19,H50-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,0.17,2
6246,19,H50-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,763.0,5
6247,19,H50-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,3.0,1
6248,19,H50-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,0.18,2
6249,19,H50-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,302.0,5
6250,19,H50-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,290.0,28,1,0.0,0,0,0,3.0,1
6251,19,H50-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,290.0,28,1,0.0,0,0,0,0.18,2
6252,19,H50-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,290.0,28,1,0.0,0,0,0,302.0,5
6253,19,H50-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,423.0,28,1,0.0,0,0,0,2.0,1
6254,19,H50-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,423.0,28,1,0.0,0,0,0,0.25,2
6255,19,H50-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,423.0,28,1,0.0,0,0,0,445.0,5
6256,19,H50-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,426.0,28,1,0.0,0,0,0,1.0,1
6257,19,H50-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,426.0,28,1,0.0,0,0,0,0.01,2
6258,19,H50-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,426.0,28,1,0.0,0,0,0,169.0,5
6259,19,H50-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,366.0,28,1,0.0,0,0,0,3.0,1
6260,19,H50-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,366.0,28,1,0.0,0,0,0,0.21,2
6261,19,H50-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,366.0,28,1,0.0,0,0,0,310.0,5
6262,19,H50-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,2.0,1
6263,19,H50-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,0.16,2
6264,19,H50-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,437.0,5
6265,19,H50-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,5.0,1
6266,19,H50-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,0.25,2
6267,19,H50-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,194.0,5
6268,19,H50-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,367.0,28,1,0.0,0,0,0,4.0,1
6269,19,H50-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,367.0,28,1,0.0,0,0,0,0.22,2
6270,19,H50-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,367.0,28,1,0.0,0,0,0,239.0,5
6271,19,H50-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,2.0,1
6272,19,H50-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,2.0,1
6273,19,H50-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,0.1,2
6274,19,H50-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,0.22,2
6275,19,H50-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,395.0,5
6276,19,H50-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,443.0,5
6277,19,H50-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,1.0,1
6278,19,H50-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,0.17,2
6279,19,H50-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,748.0,5
6280,19,H50-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,3.0,1
6281,19,H50-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,0.16,2
6282,19,H50-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,312.0,5
6283,19,H50-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,4.0,1
6284,19,H50-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,0.24,2
6285,19,H50-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,239.0,5
6286,19,H50-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,5.0,1
6287,19,H50-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,0.31,2
6288,19,H50-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,195.0,5
6289,19,H50-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,5.0,1
6290,19,H50-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,0.25,2
6291,19,H50-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,194.0,5
6292,19,H50-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,3.0,1
6293,19,H50-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,0.15,2
6294,19,H50-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,300.0,5
6295,19,H50-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,1.0,1
6296,19,H50-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.12,2
6297,19,H50-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,743.0,5
6298,19,H50-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,2.0,1
6299,19,H50-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.13,2
6300,19,H50-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,441.0,5
6301,19,H50-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,431.0,28,1,0.0,0,0,0,4.0,1
6302,19,H50-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,431.0,28,1,0.0,0,0,0,0.29,2
6303,19,H50-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,431.0,28,1,0.0,0,0,0,240.0,5
6304,19,H50-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,1.0,1
6305,19,H50-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,0.15,2
6306,19,H50-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,739.0,5
6307,19,H50-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,2.0,1
6308,19,H50-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.1,2
6309,19,H50-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,395.0,5
6310,19,H50-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,417.0,28,1,0.0,0,0,0,1.0,1
6311,19,H50-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,3.0,1
6312,19,H50-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,417.0,28,1,0.0,0,0,0,0.01,2
6313,19,H50-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.15,2
6314,19,H50-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,417.0,28,1,0.0,0,0,0,88.0,5
6315,19,H50-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,300.0,5
6316,19,H50-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,4.0,1
6317,19,H50-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,0.19,2
6318,19,H50-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,236.0,5
6319,19,H50-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,408.0,28,1,0.0,0,0,0,5.0,1
6320,19,H50-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,408.0,28,1,0.0,0,0,0,0.27,2
6321,19,H50-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,408.0,28,1,0.0,0,0,0,195.0,5
6322,19,H50-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,4.0,1
6323,19,H50-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,0.19,2
6324,19,H50-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,236.0,5
6325,19,H50-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,34.0,28,1,0.0,0,0,0,1.0,1
6326,19,H50-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,34.0,28,1,0.0,0,0,0,0.01,2
6327,19,H50-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,34.0,28,1,0.0,0,0,0,88.0,5
6328,19,H50-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,2.0,1
6329,19,H50-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,0.09,2
6330,19,H50-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,374.0,5
6331,19,H50-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,3.0,1
6332,19,H50-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,4.0,1
6333,19,H50-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.15,2
6334,19,H50-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,0.24,2
6335,19,H50-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,311.0,5
6336,19,H50-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,240.0,5
6337,19,H50-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,3.0,1
6338,19,H50-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.2,2
6339,19,H50-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,309.0,5
6340,19,H50-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,1.0,1
6341,19,H50-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,0.01,2
6342,19,H50-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,91.0,5
6343,19,H50-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,4.0,1
6344,19,H50-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,0.3,2
6345,19,H50-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,240.0,5
6346,19,H50-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,4.0,1
6347,19,H50-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,0.28,2
6348,19,H50-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,240.0,5
6349,19,H50-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,4.0,1
6350,19,H50-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,0.2,2
6351,19,H50-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,236.0,5
6352,19,H50-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,463.0,28,1,0.0,0,0,0,4.0,1
6353,19,H50-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,463.0,28,1,0.0,0,0,0,0.34,2
6354,19,H50-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,463.0,28,1,0.0,0,0,0,241.0,5
6355,19,H50-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,4.0,1
6356,19,H50-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,0.23,2
6357,19,H50-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,240.0,5
6358,19,H50-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,2.0,1
6359,19,H50-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.13,2
6360,19,H50-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,438.0,5
6361,19,H50-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,1.0,1
6362,19,H50-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,0.12,2
6363,19,H50-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,695.0,5
6364,19,H50-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,2.0,1
6365,19,H50-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,3.0,1
6366,19,H50-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,0.17,2
6367,19,H50-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,0.14,2
6368,19,H50-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,437.0,5
6369,19,H50-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,298.0,5
6370,19,H50-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,1.0,1
6371,19,H50-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.07,2
6372,19,H50-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,686.0,5
6373,19,H50-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,419.0,28,1,0.0,0,0,0,3.0,1
6374,19,H50-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,419.0,28,1,0.0,0,0,0,0.24,2
6375,19,H50-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,419.0,28,1,0.0,0,0,0,311.0,5
6376,19,H50-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,4.0,1
6377,19,H50-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,0.26,2
6378,19,H50-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,240.0,5
6379,19,H50-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,4.0,1
6380,19,H50-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,0.2,2
6381,19,H50-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,236.0,5
6382,19,H50-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,3.0,1
6383,19,H50-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.14,2
6384,19,H50-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,298.0,5
6385,19,H50-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,483.0,28,1,0.0,0,0,0,4.0,1
6386,19,H50-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,483.0,28,1,0.0,0,0,0,0.39,2
6387,19,H50-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,483.0,28,1,0.0,0,0,0,242.0,5
6388,19,H50-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,1.0,1
6389,19,H50-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.09,2
6390,19,H50-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,681.0,5
6391,19,H50-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,1.0,1
6392,19,H50-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,3.0,1
6393,19,H50-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,0.14,2
6394,19,H50-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.18,2
6395,19,H50-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,701.0,5
6396,19,H50-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,309.0,5
6397,19,H50-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,1.0,1
6398,19,H50-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.01,2
6399,19,H50-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,91.0,5
6400,19,H50-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,2.0,1
6401,19,H50-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.09,2
6402,19,H50-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,374.0,5
6403,19,H50-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,3.0,1
6404,19,H50-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.1,2
6405,19,H50-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,289.0,5
6406,19,H50-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,6.0,1
6407,19,H50-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.1,2
6408,19,H50-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,159.0,5
6409,19,H50-14-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,6.0,1
6410,19,H50-14-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,0.26,2
6411,19,H50-14-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,162.0,5
6412,19,H50-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,6.0,1
6413,19,H50-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.13,2
6414,19,H50-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,160.0,5
6415,19,H50-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,2.0,1
6416,19,H50-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.11,2
6417,19,H50-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,398.0,5
6418,19,H50-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,4.0,1
6419,19,H50-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,0.08,2
6420,19,H50-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,221.0,5
6421,19,H50-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,2.0,1
6422,19,H50-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,3.0,1
6423,19,H50-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.08,2
6424,19,H50-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.09,2
6425,19,H50-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,397.0,5
6426,19,H50-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,292.0,5
6427,19,H50-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,6.0,1
6428,19,H50-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.12,2
6429,19,H50-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,160.0,5
6430,19,H50-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,4.0,1
6431,19,H50-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,0.08,2
6432,19,H50-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,221.0,5
6433,19,H50-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,2.0,1
6434,19,H50-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.08,2
6435,19,H50-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,397.0,5
6436,19,H50-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,3.0,1
6437,19,H50-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,0.11,2
6438,19,H50-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,288.0,5
6439,19,H50-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,5.0,1
6440,19,H50-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,6.0,1
6441,19,H50-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.09,2
6442,19,H50-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.1,2
6443,19,H50-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,185.0,5
6444,19,H50-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,159.0,5
6445,19,H50-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,4.0,1
6446,19,H50-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.1,2
6447,19,H50-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,228.0,5
6448,19,H50-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,5.0,1
6449,19,H50-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.11,2
6450,19,H50-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,189.0,5
6451,19,H50-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,2.0,1
6452,19,H50-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.05,2
6453,19,H50-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,345.0,5
6454,19,H50-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,3.0,1
6455,19,H50-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.08,2
6456,19,H50-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,275.0,5
6457,19,H50-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,3.0,1
6458,19,H50-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,0.08,2
6459,19,H50-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,275.0,5
6460,19,H50-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,4.0,1
6461,19,H50-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,239.0,28,1,0.0,0,0,0,6.0,1
6462,19,H50-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.11,2
6463,19,H50-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,239.0,28,1,0.0,0,0,0,0.15,2
6464,19,H50-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,227.0,5
6465,19,H50-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,239.0,28,1,0.0,0,0,0,161.0,5
6466,19,H50-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,1.0,1
6467,19,H50-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.1,2
6468,19,H50-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,641.0,5
6469,19,H50-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,2.0,1
6470,19,H50-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,4.0,1
6471,19,H50-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.09,2
6472,19,H50-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.1,2
6473,19,H50-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,397.0,5
6474,19,H50-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,228.0,5
6475,19,H50-14-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,6.0,1
6476,19,H50-14-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.19,2
6477,19,H50-14-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,161.0,5
6478,19,H50-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,3.0,1
6479,19,H50-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.1,2
6480,19,H50-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,289.0,5
6481,19,H50-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,6.0,1
6482,19,H50-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,0.11,2
6483,19,H50-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,160.0,5
6484,19,H50-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,1.0,1
6485,19,H50-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,5.0,1
6486,19,H50-14-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,6.0,1
6487,19,H50-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.06,2
6488,19,H50-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.09,2
6489,19,H50-14-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.23,2
6490,19,H50-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,646.0,5
6491,19,H50-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,185.0,5
6492,19,H50-14-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,162.0,5
6493,19,H50-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,5.0,1
6494,19,H50-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.09,2
6495,19,H50-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,190.0,5
6496,19,H50-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,1.0,1
6497,19,H50-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.08,2
6498,19,H50-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,627.0,5
6499,19,H50-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,6.0,1
6500,19,H50-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.16,2
6501,19,H50-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,161.0,5
6502,19,H50-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,1.0,1
6503,19,H50-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.01,2
6504,19,H50-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,180.0,5
6505,19,H50-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,2.0,1
6506,19,H50-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.1,2
6507,19,H50-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,397.0,5
6508,19,H50-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,1.0,1
6509,19,H50-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.01,2
6510,19,H50-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,180.0,5
6511,19,H50-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,2.0,1
6512,19,H50-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.05,2
6513,19,H50-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,345.0,5
6514,19,H50-14-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,6.0,1
6515,19,H50-14-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.23,2
6516,19,H50-14-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,162.0,5
6517,19,H50-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,2.0,1
6518,19,H50-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,0.08,2
6519,19,H50-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,402.0,5
6520,19,H50-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,2.0,1
6521,19,H50-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.1,2
6522,19,H50-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,399.0,5
6523,19,H50-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,2.0,1
6524,19,H50-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.06,2
6525,19,H50-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,346.0,5
6526,19,H50-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,4.0,1
6527,19,H50-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.11,2
6528,19,H50-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,228.0,5
6529,19,H50-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,5.0,1
6530,19,H50-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.12,2
6531,19,H50-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,189.0,5
6532,19,H50-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,1.0,1
6533,19,H50-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.1,2
6534,19,H50-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,639.0,5
6535,19,H50-14-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,6.0,1
6536,19,H50-14-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,0.26,2
6537,19,H50-14-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,162.0,5
6538,19,H50-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,1.0,1
6539,19,H50-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.01,2
6540,19,H50-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,155.0,5
6541,19,H50-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,4.0,1
6542,19,H50-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,0.09,2
6543,19,H50-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,228.0,5
6544,19,H50-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,6.0,1
6545,19,H50-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,0.17,2
6546,19,H50-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,161.0,5
6547,19,H50-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,3.0,1
6548,19,H50-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.08,2
6549,19,H50-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,276.0,5
6550,19,H50-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,2.0,1
6551,19,H50-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.06,2
6552,19,H50-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,614.0,5
6553,19,H50-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,5.0,1
6554,19,H50-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.19,2
6555,19,H50-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,191.0,5
6556,19,H50-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,5.0,1
6557,19,H50-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.15,2
6558,19,H50-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,189.0,5
6559,19,H50-14-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,6.0,1
6560,19,H50-14-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,0.2,2
6561,19,H50-14-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,161.0,5
6562,19,H50-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,2.0,1
6563,19,H50-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,0.09,2
6564,19,H50-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,399.0,5
6565,19,H50-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,4.0,1
6566,19,H50-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,0.08,2
6567,19,H50-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,222.0,5
6568,19,H50-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,1.0,1
6569,19,H50-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.01,2
6570,19,H50-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,155.0,5
6571,19,H50-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,3.0,1
6572,19,H50-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.09,2
6573,19,H50-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,292.0,5
6574,19,H50-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,1.0,1
6575,19,H50-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.05,2
6576,19,H50-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,609.0,5
6577,19,H50-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,3.0,1
6578,19,H50-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.08,2
6579,19,H50-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,276.0,5
6580,19,H50-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,1.0,1
6581,19,H50-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,5.0,1
6582,19,H50-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.08,2
6583,19,H50-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.11,2
6584,19,H50-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,621.0,5
6585,19,H50-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,186.0,5
6586,19,H50-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,1.0,1
6587,19,H50-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.06,2
6588,19,H50-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,614.0,5
6589,19,H50-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,5.0,1
6590,19,H50-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,0.11,2
6591,19,H50-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,186.0,5
6592,19,H50-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,4.0,1
6593,19,H50-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,0.11,2
6594,19,H50-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,227.0,5
6595,19,H50-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,4.0,1
6596,19,H50-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,0.1,2
6597,19,H50-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,228.0,5
6598,19,H50-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,1.0,1
6599,19,H50-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.09,2
6600,19,H50-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,628.0,5
6601,19,H50-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,3.0,1
6602,19,H50-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,4.0,1
6603,19,H50-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,0.11,2
6604,19,H50-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.12,2
6605,19,H50-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,290.0,5
6606,19,H50-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,228.0,5
6607,19,H50-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,4.0,1
6608,19,H50-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,0.08,2
6609,19,H50-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,222.0,5
6610,19,H50-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,3.0,1
6611,19,H50-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.1,2
6612,19,H50-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,290.0,5
6613,19,H50-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,2.0,1
6614,19,H50-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,4.0,1
6615,19,H50-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,5.0,1
6616,19,H50-14-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,6.0,1
6617,19,H50-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.08,2
6618,19,H50-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.12,2
6619,19,H50-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,0.15,2
6620,19,H50-14-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.17,2
6621,19,H50-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,402.0,5
6622,19,H50-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,228.0,5
6623,19,H50-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,189.0,5
6624,19,H50-14-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,161.0,5
6625,19,H50-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,3.0,1
6626,19,H50-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.09,2
6627,19,H50-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,301.0,5
6628,19,H50-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,1.0,1
6629,19,H50-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,5.0,1
6630,19,H50-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.01,2
6631,19,H50-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.16,2
6632,19,H50-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,108.0,5
6633,19,H50-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,189.0,5
6634,19,H50-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,5.0,1
6635,19,H50-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,0.23,2
6636,19,H50-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,192.0,5
6637,19,H50-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,3.0,1
6638,19,H50-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.08,2
6639,19,H50-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,301.0,5
6640,19,H50-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,3.0,1
6641,19,H50-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.03,2
6642,19,H50-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,234.0,5
6643,19,H50-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,4.0,1
6644,19,H50-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,4.0,1
6645,19,H50-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.1,2
6646,19,H50-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.11,2
6647,19,H50-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,229.0,5
6648,19,H50-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,233.0,5
6649,19,H50-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,1.0,1
6650,19,H50-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,0.01,2
6651,19,H50-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,108.0,5
6652,19,H50-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,4.0,1
6653,19,H50-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.12,2
6654,19,H50-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,232.0,5
6655,19,H50-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,3.0,1
6656,19,H50-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.03,2
6657,19,H50-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,234.0,5
6658,19,H50-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,5.0,1
6659,19,H50-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,0.31,2
6660,19,H50-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,193.0,5
6661,19,H50-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,1.0,1
6662,19,H50-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,4.0,1
6663,19,H50-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,4.0,1
6664,19,H50-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.09,2
6665,19,H50-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.12,2
6666,19,H50-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,0.13,2
6667,19,H50-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,617.0,5
6668,19,H50-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,233.0,5
6669,19,H50-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,232.0,5
6670,19,H50-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,4.0,1
6671,19,H50-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.15,2
6672,19,H50-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,232.0,5
6673,19,H50-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,5.0,1
6674,19,H50-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.19,2
6675,19,H50-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,191.0,5
6676,19,H50-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,3.0,1
6677,19,H50-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,0.12,2
6678,19,H50-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,301.0,5
6679,19,H50-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,3.0,1
6680,19,H50-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.06,2
6681,19,H50-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,299.0,5
6682,19,H50-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,3.0,1
6683,19,H50-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.11,2
6684,19,H50-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,301.0,5
6685,19,H50-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,4.0,1
6686,19,H50-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,0.14,2
6687,19,H50-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,232.0,5
6688,19,H50-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,3.0,1
6689,19,H50-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.13,2
6690,19,H50-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,301.0,5
6691,19,H50-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,3.0,1
6692,19,H50-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.05,2
6693,19,H50-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,296.0,5
6694,19,H50-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,4.0,1
6695,19,H50-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.1,2
6696,19,H50-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,229.0,5
6697,19,H50-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,5.0,1
6698,19,H50-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.16,2
6699,19,H50-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,189.0,5
6700,19,H50-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,4.0,1
6701,19,H50-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.17,2
6702,19,H50-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,233.0,5
6703,19,H50-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,312.0,28,1,0.0,0,0,0,5.0,1
6704,19,H50-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,312.0,28,1,0.0,0,0,0,0.27,2
6705,19,H50-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,312.0,28,1,0.0,0,0,0,192.0,5
6706,19,H50-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,1.0,1
6707,19,H50-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.06,2
6708,19,H50-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,615.0,5
6709,19,H50-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,3.0,1
6710,19,H50-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.09,2
6711,19,H50-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,283.0,5
6712,19,H50-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,3.0,1
6713,19,H50-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,4.0,1
6714,19,H50-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.08,2
6715,19,H50-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.07,2
6716,19,H50-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,285.0,5
6717,19,H50-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,218.0,5
6718,19,H50-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,8.0,1
6719,19,H50-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.09,2
6720,19,H50-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,121.0,5
6721,19,H50-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,7.0,1
6722,19,H50-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.09,2
6723,19,H50-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,137.0,5
6724,19,H50-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,8.0,1
6725,19,H50-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.09,2
6726,19,H50-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,121.0,5
6727,19,H50-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,4.0,1
6728,19,H50-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.08,2
6729,19,H50-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,222.0,5
6730,19,H50-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,2.0,1
6731,19,H50-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.05,2
6732,19,H50-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,360.0,5
6733,19,H50-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,4.0,1
6734,19,H50-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,0.08,2
6735,19,H50-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,223.0,5
6736,19,H50-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,2.0,1
6737,19,H50-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.06,2
6738,19,H50-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,400.0,5
6739,19,H50-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
6740,19,H50-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.09,2
6741,19,H50-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,679.0,5
6742,19,H50-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,7.0,1
6743,19,H50-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.08,2
6744,19,H50-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,136.0,5
6745,19,H50-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,5.0,1
6746,19,H50-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.09,2
6747,19,H50-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,182.0,5
6748,19,H50-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,4.0,1
6749,19,H50-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,0.09,2
6750,19,H50-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,223.0,5
6751,19,H50-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,2.0,1
6752,19,H50-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.07,2
6753,19,H50-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,395.0,5
6754,19,H50-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,3.0,1
6755,19,H50-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.07,2
6756,19,H50-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,272.0,5
6757,19,H50-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,3.0,1
6758,19,H50-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,4.0,1
6759,19,H50-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.07,2
6760,19,H50-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.09,2
6761,19,H50-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,286.0,5
6762,19,H50-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,222.0,5
6763,19,H50-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,2.0,1
6764,19,H50-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.08,2
6765,19,H50-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,394.0,5
6766,19,H50-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,4.0,1
6767,19,H50-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.11,2
6768,19,H50-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,223.0,5
6769,19,H50-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,5.0,1
6770,19,H50-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.09,2
6771,19,H50-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,182.0,5
6772,19,H50-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,8.0,1
6773,19,H50-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.1,2
6774,19,H50-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,122.0,5
6775,19,H50-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,3.0,1
6776,19,H50-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.08,2
6777,19,H50-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,284.0,5
6778,19,H50-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,4.0,1
6779,19,H50-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.07,2
6780,19,H50-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,224.0,5
6781,19,H50-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,46.0,28,1,0.0,0,0,0,2.0,1
6782,19,H50-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,4.0,1
6783,19,H50-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,46.0,28,1,0.0,0,0,0,0.05,2
6784,19,H50-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.07,2
6785,19,H50-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,46.0,28,1,0.0,0,0,0,360.0,5
6786,19,H50-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,218.0,5
6787,19,H50-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,1.0,1
6788,19,H50-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.07,2
6789,19,H50-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,689.0,5
6790,19,H50-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,5.0,1
6791,19,H50-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.1,2
6792,19,H50-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,184.0,5
6793,19,H50-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,3.0,1
6794,19,H50-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.07,2
6795,19,H50-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,272.0,5
6796,19,H50-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,8.0,1
6797,19,H50-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.12,2
6798,19,H50-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,122.0,5
6799,19,H50-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,7.0,1
6800,19,H50-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.08,2
6801,19,H50-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,136.0,5
6802,19,H50-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,2.0,1
6803,19,H50-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.07,2
6804,19,H50-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,394.0,5
6805,19,H50-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,2.0,1
6806,19,H50-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.08,2
6807,19,H50-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,394.0,5
6808,19,H50-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,2.0,1
6809,19,H50-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.09,2
6810,19,H50-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,394.0,5
6811,19,H50-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,4.0,1
6812,19,H50-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.1,2
6813,19,H50-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,223.0,5
6814,19,H50-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,41.0,28,1,0.0,0,0,0,1.0,1
6815,19,H50-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,41.0,28,1,0.0,0,0,0,0.05,2
6816,19,H50-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,41.0,28,1,0.0,0,0,0,509.0,5
6817,19,H50-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,5.0,1
6818,19,H50-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.09,2
6819,19,H50-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,184.0,5
6820,19,H50-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,1.0,1
6821,19,H50-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.05,2
6822,19,H50-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,509.0,5
6823,19,H50-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,7.0,1
6824,19,H50-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.06,2
6825,19,H50-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,136.0,5
6826,19,H50-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,4.0,1
6827,19,H50-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.05,2
6828,19,H50-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,219.0,5
6829,19,H50-20-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,7.0,1
6830,19,H50-20-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.07,2
6831,19,H50-20-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,136.0,5
6832,19,H50-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,5.0,1
6833,19,H50-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.06,2
6834,19,H50-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,181.0,5
6835,19,H50-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,1.0,1
6836,19,H50-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.05,2
6837,19,H50-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,531.0,5
6838,19,H50-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,3.0,1
6839,19,H50-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.04,2
6840,19,H50-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,258.0,5
6841,19,H50-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,4.0,1
6842,19,H50-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,0.04,2
6843,19,H50-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,209.0,5
6844,19,H50-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,7.0,1
6845,19,H50-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.06,2
6846,19,H50-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,135.0,5
6847,19,H50-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,2.0,1
6848,19,H50-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,4.0,1
6849,19,H50-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,0.04,2
6850,19,H50-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.04,2
6851,19,H50-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,367.0,5
6852,19,H50-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,220.0,5
6853,19,H50-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,1.0,1
6854,19,H50-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,3.0,1
6855,19,H50-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.04,2
6856,19,H50-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.04,2
6857,19,H50-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,510.0,5
6858,19,H50-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,258.0,5
6859,19,H50-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,7.0,1
6860,19,H50-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.06,2
6861,19,H50-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,135.0,5
6862,19,H50-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,7.0,1
6863,19,H50-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.07,2
6864,19,H50-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,136.0,5
6865,19,H50-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,2.0,1
6866,19,H50-20-2,44,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,8.0,1
6867,19,H50-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.04,2
6868,19,H50-20-2,44,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.12,2
6869,19,H50-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,358.0,5
6870,19,H50-20-2,44,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,121.0,5
6871,19,H50-20-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,7.0,1
6872,19,H50-20-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.08,2
6873,19,H50-20-2,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,136.0,5
6874,19,H50-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,5.0,1
6875,19,H50-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,0.05,2
6876,19,H50-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,178.0,5
6877,19,H50-20-2,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,7.0,1
6878,19,H50-20-2,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.12,2
6879,19,H50-20-2,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,137.0,5
6880,19,H50-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,5.0,1
6881,19,H50-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.07,2
6882,19,H50-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,181.0,5
6883,19,H50-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,1.0,1
6884,19,H50-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
6885,19,H50-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,5.0,1
6886,19,H50-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.01,2
6887,19,H50-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.04,2
6888,19,H50-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.06,2
6889,19,H50-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,206.0,5
6890,19,H50-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,510.0,5
6891,19,H50-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,181.0,5
6892,19,H50-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,7.0,1
6893,19,H50-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
6894,19,H50-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,136.0,5
6895,19,H50-20-2,43,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,8.0,1
6896,19,H50-20-2,43,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.12,2
6897,19,H50-20-2,43,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,121.0,5
6898,19,H50-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,2.0,1
6899,19,H50-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.03,2
6900,19,H50-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,292.0,5
6901,19,H50-20-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,7.0,1
6902,19,H50-20-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.1,2
6903,19,H50-20-2,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,136.0,5
6904,19,H50-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,2.0,1
6905,19,H50-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,0.03,2
6906,19,H50-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,292.0,5
6907,19,H50-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,5.0,1
6908,19,H50-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.05,2
6909,19,H50-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,178.0,5
6910,19,H50-20-2,45,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,8.0,1
6911,19,H50-20-2,45,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.12,2
6912,19,H50-20-2,45,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,122.0,5
6913,19,H50-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,4.0,1
6914,19,H50-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
6915,19,H50-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,209.0,5
6916,19,H50-20-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,7.0,1
6917,19,H50-20-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.07,2
6918,19,H50-20-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,136.0,5
6919,19,H50-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,7.0,1
6920,19,H50-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,7.0,1
6921,19,H50-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,0.05,2
6922,19,H50-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.05,2
6923,19,H50-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,134.0,5
6924,19,H50-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,134.0,5
6925,19,H50-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,4.0,1
6926,19,H50-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.05,2
6927,19,H50-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,216.0,5
6928,19,H50-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,5.0,1
6929,19,H50-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.05,2
6930,19,H50-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,182.0,5
6931,19,H50-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,2.0,1
6932,19,H50-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.05,2
6933,19,H50-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,359.0,5
6934,19,H50-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,4.0,1
6935,19,H50-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.05,2
6936,19,H50-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,217.0,5
6937,19,H50-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,41.0,28,1,0.0,0,0,0,1.0,1
6938,19,H50-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,41.0,28,1,0.0,0,0,0,0.01,2
6939,19,H50-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,41.0,28,1,0.0,0,0,0,206.0,5
6940,19,H50-20-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,7.0,1
6941,19,H50-20-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,0.08,2
6942,19,H50-20-2,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,136.0,5
6943,19,H50-20-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,7.0,1
6944,19,H50-20-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.07,2
6945,19,H50-20-2,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,136.0,5
6946,19,H50-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,1.0,1
6947,19,H50-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.03,2
6948,19,H50-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,464.0,5
6949,19,H50-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,7.0,1
6950,19,H50-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.11,2
6951,19,H50-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,137.0,5
6952,19,H50-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,7.0,1
6953,19,H50-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.08,2
6954,19,H50-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,136.0,5
6955,19,H50-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,5.0,1
6956,19,H50-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,6.0,1
6957,19,H50-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.03,2
6958,19,H50-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.06,2
6959,19,H50-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,176.0,5
6960,19,H50-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,156.0,5
6961,19,H50-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,37.0,28,1,0.0,0,0,0,1.0,1
6962,19,H50-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,4.0,1
6963,19,H50-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,37.0,28,1,0.0,0,0,0,0.02,2
6964,19,H50-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.04,2
6965,19,H50-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,37.0,28,1,0.0,0,0,0,507.0,5
6966,19,H50-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,215.0,5
6967,19,H50-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,6.0,1
6968,19,H50-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.08,2
6969,19,H50-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,156.0,5
6970,19,H50-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,6.0,1
6971,19,H50-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.04,2
6972,19,H50-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,154.0,5
6973,19,H50-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,6.0,1
6974,19,H50-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.05,2
6975,19,H50-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,156.0,5
6976,19,H50-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,23.0,28,1,0.0,0,0,0,1.0,1
6977,19,H50-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,23.0,28,1,0.0,0,0,0,0.01,2
6978,19,H50-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,23.0,28,1,0.0,0,0,0,219.0,5
6979,19,H50-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,8.0,1
6980,19,H50-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.12,2
6981,19,H50-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,122.0,5
6982,19,H50-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,6.0,1
6983,19,H50-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.07,2
6984,19,H50-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,156.0,5
6985,19,H50-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,30.0,28,1,0.0,0,0,0,1.0,1
6986,19,H50-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,30.0,28,1,0.0,0,0,0,0.02,2
6987,19,H50-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,30.0,28,1,0.0,0,0,0,474.0,5
6988,19,H50-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,2.0,1
6989,19,H50-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.03,2
6990,19,H50-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,351.0,5
6991,19,H50-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,38.0,28,1,0.0,0,0,0,2.0,1
6992,19,H50-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,38.0,28,1,0.0,0,0,0,0.02,2
6993,19,H50-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,38.0,28,1,0.0,0,0,0,302.0,5
6994,19,H50-20-3,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,8.0,1
6995,19,H50-20-3,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.12,2
6996,19,H50-20-3,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,122.0,5
6997,19,H50-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,3.0,1
6998,19,H50-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.03,2
6999,19,H50-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,246.0,5
7000,19,H50-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,5.0,1
7001,19,H50-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.04,2
7002,19,H50-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,181.0,5
7003,19,H50-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,1.0,1
7004,19,H50-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.04,2
7005,19,H50-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,543.0,5
7006,19,H50-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,41.0,28,1,0.0,0,0,0,5.0,1
7007,19,H50-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,41.0,28,1,0.0,0,0,0,0.03,2
7008,19,H50-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,41.0,28,1,0.0,0,0,0,176.0,5
7009,19,H50-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,3.0,1
7010,19,H50-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,5.0,1
7011,19,H50-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,0.03,2
7012,19,H50-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.04,2
7013,19,H50-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,246.0,5
7014,19,H50-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,181.0,5
7015,19,H50-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,4.0,1
7016,19,H50-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,0.04,2
7017,19,H50-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,216.0,5
7018,19,H50-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,6.0,1
7019,19,H50-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.04,2
7020,19,H50-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,154.0,5
7021,19,H50-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,4.0,1
7022,19,H50-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.03,2
7023,19,H50-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,208.0,5
7024,19,H50-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,3.0,1
7025,19,H50-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.04,2
7026,19,H50-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,269.0,5
7027,19,H50-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,5.0,1
7028,19,H50-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,6.0,1
7029,19,H50-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.05,2
7030,19,H50-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.06,2
7031,19,H50-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,181.0,5
7032,19,H50-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,156.0,5
7033,19,H50-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,7.0,1
7034,19,H50-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.09,2
7035,19,H50-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,137.0,5
7036,19,H50-20-3,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,8.0,1
7037,19,H50-20-3,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,0.12,2
7038,19,H50-20-3,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,122.0,5
7039,19,H50-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,37.0,28,1,0.0,0,0,0,1.0,1
7040,19,H50-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,7.0,1
7041,19,H50-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,37.0,28,1,0.0,0,0,0,0.01,2
7042,19,H50-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,0.08,2
7043,19,H50-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,37.0,28,1,0.0,0,0,0,219.0,5
7044,19,H50-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,136.0,5
7045,19,H50-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,2.0,1
7046,19,H50-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.02,2
7047,19,H50-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,302.0,5
7048,19,H50-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,5.0,1
7049,19,H50-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.04,2
7050,19,H50-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,180.0,5
7051,19,H50-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,2.0,1
7052,19,H50-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,4.0,1
7053,19,H50-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,6.0,1
7054,19,H50-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.03,2
7055,19,H50-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,0.03,2
7056,19,H50-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.05,2
7057,19,H50-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,348.0,5
7058,19,H50-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,208.0,5
7059,19,H50-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[55.3,67.2,88.1]","[1,160x320,0]","[7,28,90]",[3.09],"[1,160x320,1]",[28],[40900],"[1,160x320,2]",[28],"[0,0,0,0,0.26,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,156.0,5
7060,19,H52-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,2.0,1
7061,19,H52-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,5.0,1
7062,19,H52-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,0.12,2
7063,19,H52-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,0.27,2
7064,19,H52-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,382.0,5
7065,19,H52-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,194.0,5
7066,19,H52-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,508.0,28,1,0.0,0,0,0,1.0,1
7067,19,H52-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,508.0,28,1,0.0,0,0,0,0.22,2
7068,19,H52-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,508.0,28,1,0.0,0,0,0,719.0,5
7069,19,H52-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,518.0,28,1,0.0,0,0,0,2.0,1
7070,19,H52-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,518.0,28,1,0.0,0,0,0,0.12,2
7071,19,H52-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,518.0,28,1,0.0,0,0,0,382.0,5
7072,19,H52-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,545.0,28,1,0.0,0,0,0,3.0,1
7073,19,H52-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,451.0,28,1,0.0,0,0,0,3.0,1
7074,19,H52-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,545.0,28,1,0.0,0,0,0,0.23,2
7075,19,H52-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,451.0,28,1,0.0,0,0,0,0.31,2
7076,19,H52-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,545.0,28,1,0.0,0,0,0,302.0,5
7077,19,H52-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,451.0,28,1,0.0,0,0,0,314.0,5
7078,19,H52-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,1.0,1
7079,19,H52-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.01,2
7080,19,H52-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,90.0,5
7081,19,H52-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,485.0,28,1,0.0,0,0,0,1.0,1
7082,19,H52-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,485.0,28,1,0.0,0,0,0,0.15,2
7083,19,H52-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,485.0,28,1,0.0,0,0,0,644.0,5
7084,19,H52-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,3.0,1
7085,19,H52-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.23,2
7086,19,H52-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,302.0,5
7087,19,H52-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,483.0,28,1,0.0,0,0,0,2.0,1
7088,19,H52-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,483.0,28,1,0.0,0,0,0,0.21,2
7089,19,H52-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,483.0,28,1,0.0,0,0,0,429.0,5
7090,19,H52-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,465.0,28,1,0.0,0,0,0,5.0,1
7091,19,H52-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,465.0,28,1,0.0,0,0,0,0.29,2
7092,19,H52-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,465.0,28,1,0.0,0,0,0,194.0,5
7093,19,H52-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,485.0,28,1,0.0,0,0,0,2.0,1
7094,19,H52-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,485.0,28,1,0.0,0,0,0,0.21,2
7095,19,H52-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,485.0,28,1,0.0,0,0,0,426.0,5
7096,19,H52-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,429.0,28,1,0.0,0,0,0,5.0,1
7097,19,H52-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,429.0,28,1,0.0,0,0,0,0.27,2
7098,19,H52-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,429.0,28,1,0.0,0,0,0,194.0,5
7099,19,H52-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,445.0,28,1,0.0,0,0,0,2.0,1
7100,19,H52-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,445.0,28,1,0.0,0,0,0,0.15,2
7101,19,H52-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,445.0,28,1,0.0,0,0,0,409.0,5
7102,19,H52-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,564.0,28,1,0.0,0,0,0,1.0,1
7103,19,H52-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,564.0,28,1,0.0,0,0,0,0.01,2
7104,19,H52-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,564.0,28,1,0.0,0,0,0,90.0,5
7105,19,H52-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,509.0,28,1,0.0,0,0,0,2.0,1
7106,19,H52-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,509.0,28,1,0.0,0,0,0,0.31,2
7107,19,H52-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,509.0,28,1,0.0,0,0,0,445.0,5
7108,19,H52-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,438.0,28,1,0.0,0,0,0,3.0,1
7109,19,H52-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,438.0,28,1,0.0,0,0,0,0.29,2
7110,19,H52-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,438.0,28,1,0.0,0,0,0,313.0,5
7111,19,H52-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,500.0,28,1,0.0,0,0,0,4.0,1
7112,19,H52-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,500.0,28,1,0.0,0,0,0,0.31,2
7113,19,H52-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,500.0,28,1,0.0,0,0,0,239.0,5
7114,19,H52-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,445.0,28,1,0.0,0,0,0,2.0,1
7115,19,H52-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,445.0,28,1,0.0,0,0,0,0.26,2
7116,19,H52-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,445.0,28,1,0.0,0,0,0,444.0,5
7117,19,H52-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,395.0,28,1,0.0,0,0,0,2.0,1
7118,19,H52-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,395.0,28,1,0.0,0,0,0,0.22,2
7119,19,H52-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,395.0,28,1,0.0,0,0,0,442.0,5
7120,19,H52-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,470.0,28,1,0.0,0,0,0,2.0,1
7121,19,H52-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,470.0,28,1,0.0,0,0,0,0.17,2
7122,19,H52-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,470.0,28,1,0.0,0,0,0,416.0,5
7123,19,H52-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,440.0,28,1,0.0,0,0,0,1.0,1
7124,19,H52-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,440.0,28,1,0.0,0,0,0,0.09,2
7125,19,H52-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,440.0,28,1,0.0,0,0,0,552.0,5
7126,19,H52-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,456.0,28,1,0.0,0,0,0,4.0,1
7127,19,H52-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,456.0,28,1,0.0,0,0,0,0.31,2
7128,19,H52-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,456.0,28,1,0.0,0,0,0,239.0,5
7129,19,H52-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,489.0,28,1,0.0,0,0,0,3.0,1
7130,19,H52-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,489.0,28,1,0.0,0,0,0,0.38,2
7131,19,H52-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,489.0,28,1,0.0,0,0,0,316.0,5
7132,19,H52-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,534.0,28,1,0.0,0,0,0,2.0,1
7133,19,H52-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,534.0,28,1,0.0,0,0,0,0.33,2
7134,19,H52-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,534.0,28,1,0.0,0,0,0,446.0,5
7135,19,H52-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,498.0,28,1,0.0,0,0,0,5.0,1
7136,19,H52-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,498.0,28,1,0.0,0,0,0,0.31,2
7137,19,H52-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,498.0,28,1,0.0,0,0,0,194.0,5
7138,19,H52-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,1.0,28,1,0.0,0,0,0,2.0,1
7139,19,H52-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,1.0,28,1,0.0,0,0,0,0.12,2
7140,19,H52-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,1.0,28,1,0.0,0,0,0,500.0,5
7141,19,H52-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,2.0,1
7142,19,H52-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,0.22,2
7143,19,H52-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,449.0,5
7144,19,H52-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,2.0,1
7145,19,H52-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,0.32,2
7146,19,H52-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,455.0,5
7147,19,H52-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,2.0,1
7148,19,H52-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.14,2
7149,19,H52-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,468.0,5
7150,19,H52-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,430.0,28,1,0.0,0,0,0,3.0,1
7151,19,H52-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,430.0,28,1,0.0,0,0,0,0.38,2
7152,19,H52-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,430.0,28,1,0.0,0,0,0,318.0,5
7153,19,H52-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,2.0,1
7154,19,H52-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,0.4,2
7155,19,H52-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,460.0,5
7156,19,H52-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,3.0,1
7157,19,H52-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,0.33,2
7158,19,H52-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,313.0,5
7159,19,H52-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,558.0,28,1,0.0,0,0,0,2.0,1
7160,19,H52-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,558.0,28,1,0.0,0,0,0,0.02,2
7161,19,H52-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,558.0,28,1,0.0,0,0,0,157.0,5
7162,19,H52-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,519.0,28,1,0.0,0,0,0,3.0,1
7163,19,H52-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,519.0,28,1,0.0,0,0,0,0.51,2
7164,19,H52-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,519.0,28,1,0.0,0,0,0,319.0,5
7165,19,H52-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,490.0,28,1,0.0,0,0,0,2.0,1
7166,19,H52-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,490.0,28,1,0.0,0,0,0,0.46,2
7167,19,H52-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,490.0,28,1,0.0,0,0,0,464.0,5
7168,19,H52-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,2.0,1
7169,19,H52-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,0.28,2
7170,19,H52-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,450.0,5
7171,19,H52-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,556.0,28,1,0.0,0,0,0,2.0,1
7172,19,H52-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,556.0,28,1,0.0,0,0,0,0.02,2
7173,19,H52-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,556.0,28,1,0.0,0,0,0,157.0,5
7174,19,H52-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,317.0,28,1,0.0,0,0,0,2.0,1
7175,19,H52-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,317.0,28,1,0.0,0,0,0,0.21,2
7176,19,H52-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,317.0,28,1,0.0,0,0,0,450.0,5
7177,19,H52-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,502.0,28,1,0.0,0,0,0,3.0,1
7178,19,H52-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,502.0,28,1,0.0,0,0,0,0.33,2
7179,19,H52-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,502.0,28,1,0.0,0,0,0,313.0,5
7180,19,H52-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,494.0,28,1,0.0,0,0,0,3.0,1
7181,19,H52-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,494.0,28,1,0.0,0,0,0,0.47,2
7182,19,H52-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,494.0,28,1,0.0,0,0,0,319.0,5
7183,19,H52-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,460.0,28,1,0.0,0,0,0,3.0,1
7184,19,H52-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,460.0,28,1,0.0,0,0,0,0.42,2
7185,19,H52-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,460.0,28,1,0.0,0,0,0,318.0,5
7186,19,H52-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,5.0,1
7187,19,H52-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,0.19,2
7188,19,H52-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,191.0,5
7189,19,H52-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,3.0,1
7190,19,H52-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,0.16,2
7191,19,H52-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,296.0,5
7192,19,H52-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,4.0,1
7193,19,H52-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.13,2
7194,19,H52-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,226.0,5
7195,19,H52-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,6.0,1
7196,19,H52-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.24,2
7197,19,H52-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,162.0,5
7198,19,H52-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,3.0,1
7199,19,H52-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,0.15,2
7200,19,H52-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,296.0,5
7201,19,H52-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,4.0,1
7202,19,H52-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.15,2
7203,19,H52-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,231.0,5
7204,19,H52-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,6.0,1
7205,19,H52-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.22,2
7206,19,H52-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,140.0,5
7207,19,H52-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,238.0,28,1,0.0,0,0,0,1.0,1
7208,19,H52-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,238.0,28,1,0.0,0,0,0,0.02,2
7209,19,H52-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,238.0,28,1,0.0,0,0,0,232.0,5
7210,19,H52-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,2.0,1
7211,19,H52-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.12,2
7212,19,H52-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,408.0,5
7213,19,H52-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,2.0,1
7214,19,H52-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.07,2
7215,19,H52-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,343.0,5
7216,19,H52-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,6.0,1
7217,19,H52-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.22,2
7218,19,H52-14-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,140.0,5
7219,19,H52-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,1.0,1
7220,19,H52-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.09,2
7221,19,H52-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,654.0,5
7222,19,H52-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,1.0,1
7223,19,H52-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.11,2
7224,19,H52-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,647.0,5
7225,19,H52-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,6.0,1
7226,19,H52-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.26,2
7227,19,H52-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,162.0,5
7228,19,H52-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,265.0,28,1,0.0,0,0,0,5.0,1
7229,19,H52-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,265.0,28,1,0.0,0,0,0,0.14,2
7230,19,H52-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,265.0,28,1,0.0,0,0,0,187.0,5
7231,19,H52-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,1.0,1
7232,19,H52-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.02,2
7233,19,H52-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,232.0,5
7234,19,H52-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,1.0,1
7235,19,H52-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.13,2
7236,19,H52-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,647.0,5
7237,19,H52-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,2.0,1
7238,19,H52-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,5.0,1
7239,19,H52-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.11,2
7240,19,H52-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,0.17,2
7241,19,H52-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,412.0,5
7242,19,H52-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,190.0,5
7243,19,H52-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,237.0,28,1,0.0,0,0,0,2.0,1
7244,19,H52-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,6.0,1
7245,19,H52-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,237.0,28,1,0.0,0,0,0,0.15,2
7246,19,H52-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,0.24,2
7247,19,H52-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,237.0,28,1,0.0,0,0,0,411.0,5
7248,19,H52-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,162.0,5
7249,19,H52-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,5.0,1
7250,19,H52-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.14,2
7251,19,H52-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,187.0,5
7252,19,H52-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,2.0,1
7253,19,H52-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.07,2
7254,19,H52-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,343.0,5
7255,19,H52-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,3.0,1
7256,19,H52-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.11,2
7257,19,H52-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,282.0,5
7258,19,H52-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,5.0,1
7259,19,H52-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,0.23,2
7260,19,H52-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,192.0,5
7261,19,H52-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,4.0,1
7262,19,H52-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,0.16,2
7263,19,H52-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,231.0,5
7264,19,H52-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,5.0,1
7265,19,H52-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,0.27,2
7266,19,H52-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,192.0,5
7267,19,H52-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,2.0,1
7268,19,H52-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.17,2
7269,19,H52-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,412.0,5
7270,19,H52-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,3.0,1
7271,19,H52-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,0.14,2
7272,19,H52-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,297.0,5
7273,19,H52-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,3.0,1
7274,19,H52-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.11,2
7275,19,H52-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,282.0,5
7276,19,H52-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,2.0,1
7277,19,H52-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.14,2
7278,19,H52-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,408.0,5
7279,19,H52-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,4.0,1
7280,19,H52-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,0.13,2
7281,19,H52-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,226.0,5
7282,19,H52-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,5.0,1
7283,19,H52-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,0.23,2
7284,19,H52-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,192.0,5
7285,19,H52-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,4.0,1
7286,19,H52-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.21,2
7287,19,H52-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,235.0,5
7288,19,H52-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,1.0,1
7289,19,H52-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.13,2
7290,19,H52-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,665.0,5
7291,19,H52-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
7292,19,H52-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,1.0,1
7293,19,H52-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.02,2
7294,19,H52-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,0.16,2
7295,19,H52-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,213.0,5
7296,19,H52-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,680.0,5
7297,19,H52-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,4.0,1
7298,19,H52-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.22,2
7299,19,H52-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,235.0,5
7300,19,H52-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,1.0,1
7301,19,H52-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,0.15,2
7302,19,H52-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,669.0,5
7303,19,H52-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,1.0,1
7304,19,H52-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.09,2
7305,19,H52-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,694.0,5
7306,19,H52-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,5.0,1
7307,19,H52-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,0.21,2
7308,19,H52-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,191.0,5
7309,19,H52-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,5.0,1
7310,19,H52-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,0.31,2
7311,19,H52-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,192.0,5
7312,19,H52-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,234.0,28,1,0.0,0,0,0,4.0,1
7313,19,H52-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,234.0,28,1,0.0,0,0,0,0.19,2
7314,19,H52-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,234.0,28,1,0.0,0,0,0,235.0,5
7315,19,H52-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,4.0,1
7316,19,H52-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.17,2
7317,19,H52-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,231.0,5
7318,19,H52-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,3.0,1
7319,19,H52-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,0.16,2
7320,19,H52-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,298.0,5
7321,19,H52-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,324.0,28,1,0.0,0,0,0,5.0,1
7322,19,H52-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,324.0,28,1,0.0,0,0,0,0.27,2
7323,19,H52-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,324.0,28,1,0.0,0,0,0,192.0,5
7324,19,H52-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,3.0,1
7325,19,H52-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,0.2,2
7326,19,H52-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,301.0,5
7327,19,H52-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,4.0,1
7328,19,H52-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,0.17,2
7329,19,H52-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,231.0,5
7330,19,H52-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,3.0,1
7331,19,H52-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.11,2
7332,19,H52-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,285.0,5
7333,19,H52-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,1.0,1
7334,19,H52-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.12,2
7335,19,H52-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,663.0,5
7336,19,H52-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,3.0,1
7337,19,H52-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.14,2
7338,19,H52-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,298.0,5
7339,19,H52-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,3.0,1
7340,19,H52-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,3.0,1
7341,19,H52-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,0.11,2
7342,19,H52-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,0.15,2
7343,19,H52-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,285.0,5
7344,19,H52-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,298.0,5
7345,19,H52-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,4.0,1
7346,19,H52-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.24,2
7347,19,H52-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,235.0,5
7348,19,H52-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,3.0,1
7349,19,H52-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.18,2
7350,19,H52-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,299.0,5
7351,19,H52-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,5.0,1
7352,19,H52-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,0.21,2
7353,19,H52-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,191.0,5
7354,19,H52-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,2.0,1
7355,19,H52-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.09,2
7356,19,H52-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,363.0,5
7357,19,H52-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,1.0,1
7358,19,H52-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.02,2
7359,19,H52-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,213.0,5
7360,19,H52-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,2.0,1
7361,19,H52-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.13,2
7362,19,H52-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,417.0,5
7363,19,H52-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,2.0,1
7364,19,H52-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.09,2
7365,19,H52-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,363.0,5
7366,19,H52-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,3.0,1
7367,19,H52-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.13,2
7368,19,H52-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,290.0,5
7369,19,H52-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,2.0,1
7370,19,H52-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.16,2
7371,19,H52-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,418.0,5
7372,19,H52-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,1.0,1
7373,19,H52-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.1,2
7374,19,H52-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,671.0,5
7375,19,H52-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,2.0,1
7376,19,H52-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,4.0,1
7377,19,H52-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.08,2
7378,19,H52-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,0.23,2
7379,19,H52-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,361.0,5
7380,19,H52-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,236.0,5
7381,19,H52-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,1.0,1
7382,19,H52-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.13,2
7383,19,H52-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,672.0,5
7384,19,H52-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,4.0,1
7385,19,H52-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.18,2
7386,19,H52-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,232.0,5
7387,19,H52-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,4.0,1
7388,19,H52-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,6.0,1
7389,19,H52-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,0.18,2
7390,19,H52-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,0.26,2
7391,19,H52-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,232.0,5
7392,19,H52-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,162.0,5
7393,19,H52-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,237.0,28,1,0.0,0,0,0,1.0,1
7394,19,H52-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,237.0,28,1,0.0,0,0,0,0.03,2
7395,19,H52-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,237.0,28,1,0.0,0,0,0,258.0,5
7396,19,H52-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,1.0,1
7397,19,H52-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.12,2
7398,19,H52-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,666.0,5
7399,19,H52-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,6.0,1
7400,19,H52-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.2,2
7401,19,H52-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,161.0,5
7402,19,H52-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,4.0,1
7403,19,H52-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.21,2
7404,19,H52-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,235.0,5
7405,19,H52-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,3.0,1
7406,19,H52-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.17,2
7407,19,H52-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,302.0,5
7408,19,H52-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
7409,19,H52-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.03,2
7410,19,H52-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,258.0,5
7411,19,H52-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,2.0,1
7412,19,H52-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.15,2
7413,19,H52-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,417.0,5
7414,19,H52-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,5.0,1
7415,19,H52-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,0.19,2
7416,19,H52-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,190.0,5
7417,19,H52-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,2.0,1
7418,19,H52-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,0.18,2
7419,19,H52-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,422.0,5
7420,19,H52-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,3.0,1
7421,19,H52-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,0.19,2
7422,19,H52-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,302.0,5
7423,19,H52-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,3.0,1
7424,19,H52-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,6.0,1
7425,19,H52-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.13,2
7426,19,H52-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,0.23,2
7427,19,H52-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,290.0,5
7428,19,H52-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,162.0,5
7429,19,H52-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,2.0,1
7430,19,H52-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.2,2
7431,19,H52-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,425.0,5
7432,19,H52-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,3.0,1
7433,19,H52-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.15,2
7434,19,H52-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,303.0,5
7435,19,H52-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,275.0,28,1,0.0,0,0,0,5.0,1
7436,19,H52-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,275.0,28,1,0.0,0,0,0,0.23,2
7437,19,H52-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,275.0,28,1,0.0,0,0,0,192.0,5
7438,19,H52-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,2.0,1
7439,19,H52-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.12,2
7440,19,H52-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,411.0,5
7441,19,H52-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,2.0,1
7442,19,H52-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.11,2
7443,19,H52-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,415.0,5
7444,19,H52-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,5.0,1
7445,19,H52-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,0.19,2
7446,19,H52-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,190.0,5
7447,19,H52-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,6.0,1
7448,19,H52-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.2,2
7449,19,H52-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,161.0,5
7450,19,H52-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,2.0,1
7451,19,H52-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.08,2
7452,19,H52-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,361.0,5
7453,19,H52-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,3.0,1
7454,19,H52-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,0.22,2
7455,19,H52-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,304.0,5
7456,19,H52-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,6.0,1
7457,19,H52-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.12,2
7458,19,H52-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,157.0,5
7459,19,H52-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,3.0,1
7460,19,H52-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.06,2
7461,19,H52-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,271.0,5
7462,19,H52-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,6.0,1
7463,19,H52-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.09,2
7464,19,H52-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,157.0,5
7465,19,H52-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,3.0,1
7466,19,H52-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.06,2
7467,19,H52-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,273.0,5
7468,19,H52-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,6.0,1
7469,19,H52-20-1,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,7.0,1
7470,19,H52-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,0.08,2
7471,19,H52-20-1,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.14,2
7472,19,H52-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,157.0,5
7473,19,H52-20-1,42,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,137.0,5
7474,19,H52-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,2.0,1
7475,19,H52-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.04,2
7476,19,H52-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,291.0,5
7477,19,H52-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,1.0,1
7478,19,H52-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.06,2
7479,19,H52-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,525.0,5
7480,19,H52-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,5.0,1
7481,19,H52-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.07,2
7482,19,H52-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,182.0,5
7483,19,H52-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,3.0,1
7484,19,H52-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.04,2
7485,19,H52-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,255.0,5
7486,19,H52-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,2.0,1
7487,19,H52-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,3.0,1
7488,19,H52-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,0.04,2
7489,19,H52-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,0.07,2
7490,19,H52-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,291.0,5
7491,19,H52-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,271.0,5
7492,19,H52-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,7.0,1
7493,19,H52-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.12,2
7494,19,H52-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,137.0,5
7495,19,H52-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,6.0,1
7496,19,H52-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.08,2
7497,19,H52-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,155.0,5
7498,19,H52-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,2.0,1
7499,19,H52-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.06,2
7500,19,H52-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,371.0,5
7501,19,H52-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,6.0,1
7502,19,H52-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,0.08,2
7503,19,H52-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,155.0,5
7504,19,H52-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,5.0,1
7505,19,H52-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,0.06,2
7506,19,H52-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,178.0,5
7507,19,H52-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,4.0,1
7508,19,H52-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.07,2
7509,19,H52-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,218.0,5
7510,19,H52-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,5.0,1
7511,19,H52-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.08,2
7512,19,H52-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,182.0,5
7513,19,H52-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
7514,19,H52-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.04,2
7515,19,H52-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,516.0,5
7516,19,H52-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,6.0,1
7517,19,H52-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.1,2
7518,19,H52-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,157.0,5
7519,19,H52-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,4.0,1
7520,19,H52-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.06,2
7521,19,H52-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,211.0,5
7522,19,H52-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,7.0,1
7523,19,H52-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.12,2
7524,19,H52-20-1,41,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,137.0,5
7525,19,H52-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,3.0,1
7526,19,H52-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,5.0,1
7527,19,H52-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
7528,19,H52-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,0.08,2
7529,19,H52-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,255.0,5
7530,19,H52-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,182.0,5
7531,19,H52-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,5.0,1
7532,19,H52-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.06,2
7533,19,H52-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,178.0,5
7534,19,H52-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,4.0,1
7535,19,H52-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.07,2
7536,19,H52-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,218.0,5
7537,19,H52-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,42.0,28,1,0.0,0,0,0,1.0,1
7538,19,H52-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,42.0,28,1,0.0,0,0,0,0.01,2
7539,19,H52-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,42.0,28,1,0.0,0,0,0,155.0,5
7540,19,H52-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,4.0,1
7541,19,H52-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,5.0,1
7542,19,H52-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.07,2
7543,19,H52-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.09,2
7544,19,H52-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,219.0,5
7545,19,H52-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,182.0,5
7546,19,H52-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,3.0,1
7547,19,H52-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.06,2
7548,19,H52-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,271.0,5
7549,19,H52-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,4.0,1
7550,19,H52-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.06,2
7551,19,H52-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,211.0,5
7552,19,H52-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,6.0,1
7553,19,H52-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.11,2
7554,19,H52-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,157.0,5
7555,19,H52-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,1.0,1
7556,19,H52-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.04,2
7557,19,H52-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,493.0,5
7558,19,H52-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,5.0,1
7559,19,H52-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.07,2
7560,19,H52-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,183.0,5
7561,19,H52-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,6.0,1
7562,19,H52-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.1,2
7563,19,H52-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,157.0,5
7564,19,H52-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,1.0,1
7565,19,H52-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.01,2
7566,19,H52-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,155.0,5
7567,19,H52-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,1.0,1
7568,19,H52-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.05,2
7569,19,H52-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[70.7,87.1,86.1]","[1,160x320,0]","[7,28,90]",[4.69],"[1,160x320,1]",[28],[40300],"[1,160x320,2]",[28],"[0,0,0,0,0.27,16,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,508.0,5
7570,19,N10-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,1.0,1
7571,19,N10-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,1.0,1
7572,19,N10-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,1.0,1
7573,19,N10-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,2.0,1
7574,19,N10-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,2.0,1
7575,19,N10-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,2.0,1
7576,19,N10-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,2.0,1
7577,19,N10-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,2.0,1
7578,19,N10-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,3.0,1
7579,19,N10-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,3.0,1
7580,19,N10-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,3.0,1
7581,19,N10-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,3.0,1
7582,19,N10-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,3.0,1
7583,19,N10-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,3.0,1
7584,19,N10-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,4.0,1
7585,19,N10-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,4.0,1
7586,19,N10-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,4.0,1
7587,19,N10-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,4.0,1
7588,19,N10-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,4.0,1
7589,19,N10-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,4.0,1
7590,19,N10-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,0.07,2
7591,19,N10-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.07,2
7592,19,N10-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.15,2
7593,19,N10-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,0.12,2
7594,19,N10-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,0.12,2
7595,19,N10-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,0.15,2
7596,19,N10-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.16,2
7597,19,N10-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.18,2
7598,19,N10-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.15,2
7599,19,N10-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,0.15,2
7600,19,N10-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.17,2
7601,19,N10-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.18,2
7602,19,N10-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.21,2
7603,19,N10-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.24,2
7604,19,N10-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.22,2
7605,19,N10-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.22,2
7606,19,N10-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.23,2
7607,19,N10-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.27,2
7608,19,N10-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.29,2
7609,19,N10-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,0.32,2
7610,19,N10-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,-1.0,28,1,0.0,0,0,0,0.001,4
7611,19,N10-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.003,4
7612,19,N10-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.052,4
7613,19,N10-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.099,4
7614,19,N10-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,0.122,4
7615,19,N10-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,0.166,4
7616,19,N10-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.205,4
7617,19,N10-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.237,4
7618,19,N10-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,0.235,4
7619,19,N10-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.239,4
7620,19,N10-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.252,4
7621,19,N10-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.29,4
7622,19,N10-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.325,4
7623,19,N10-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.338,4
7624,19,N10-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.34,4
7625,19,N10-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.372,4
7626,19,N10-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.396,4
7627,19,N10-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,0.338,4
7628,19,N10-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,517.0,5
7629,19,N10-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,517.0,5
7630,19,N10-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,700.0,5
7631,19,N10-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,395.0,5
7632,19,N10-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,395.0,5
7633,19,N10-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,419.0,5
7634,19,N10-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,423.0,5
7635,19,N10-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,425.0,5
7636,19,N10-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,296.0,5
7637,19,N10-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,296.0,5
7638,19,N10-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,302.0,5
7639,19,N10-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,302.0,5
7640,19,N10-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,303.0,5
7641,19,N10-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,304.0,5
7642,19,N10-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,232.0,5
7643,19,N10-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,232.0,5
7644,19,N10-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,236.0,5
7645,19,N10-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,236.0,5
7646,19,N10-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,236.0,5
7647,19,N10-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,237.0,5
7648,19,N10-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,1.0,1
7649,19,N10-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,1.0,1
7650,19,N10-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,1.0,1
7651,19,N10-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,1.0,1
7652,19,N10-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,1.0,1
7653,19,N10-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,1.0,1
7654,19,N10-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,2.0,1
7655,19,N10-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,234.0,28,1,0.0,0,0,0,2.0,1
7656,19,N10-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,2.0,1
7657,19,N10-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,2.0,1
7658,19,N10-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,2.0,1
7659,19,N10-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,3.0,1
7660,19,N10-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,3.0,1
7661,19,N10-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,3.0,1
7662,19,N10-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,3.0,1
7663,19,N10-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,3.0,1
7664,19,N10-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,4.0,1
7665,19,N10-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,4.0,1
7666,19,N10-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,4.0,1
7667,19,N10-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,4.0,1
7668,19,N10-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,4.0,1
7669,19,N10-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,4.0,1
7670,19,N10-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.07,2
7671,19,N10-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.07,2
7672,19,N10-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.1,2
7673,19,N10-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,0.13,2
7674,19,N10-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,0.15,2
7675,19,N10-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.18,2
7676,19,N10-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.14,2
7677,19,N10-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,234.0,28,1,0.0,0,0,0,0.14,2
7678,19,N10-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,0.15,2
7679,19,N10-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,0.16,2
7680,19,N10-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.18,2
7681,19,N10-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.16,2
7682,19,N10-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.16,2
7683,19,N10-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,0.18,2
7684,19,N10-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,0.2,2
7685,19,N10-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,0.22,2
7686,19,N10-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.2,2
7687,19,N10-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,0.2,2
7688,19,N10-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,0.21,2
7689,19,N10-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.23,2
7690,19,N10-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.27,2
7691,19,N10-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,0.31,2
7692,19,N10-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,-1.0,28,1,0.0,0,0,0,0.001,4
7693,19,N10-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.003,4
7694,19,N10-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.006,4
7695,19,N10-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.1,4
7696,19,N10-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.122,4
7697,19,N10-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,0.152,4
7698,19,N10-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,0.176,4
7699,19,N10-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.204,4
7700,19,N10-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.189,4
7701,19,N10-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,0.195,4
7702,19,N10-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,0.201,4
7703,19,N10-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.21,4
7704,19,N10-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.201,4
7705,19,N10-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,0.208,4
7706,19,N10-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,0.236,4
7707,19,N10-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,0.263,4
7708,19,N10-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,0.253,4
7709,19,N10-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,0.262,4
7710,19,N10-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.278,4
7711,19,N10-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.318,4
7712,19,N10-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,0.37,4
7713,19,N10-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,523.0,5
7714,19,N10-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,523.0,5
7715,19,N10-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,646.0,5
7716,19,N10-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,671.0,5
7717,19,N10-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,690.0,5
7718,19,N10-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,709.0,5
7719,19,N10-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,402.0,5
7720,19,N10-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,234.0,28,1,0.0,0,0,0,402.0,5
7721,19,N10-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,422.0,5
7722,19,N10-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,422.0,5
7723,19,N10-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,422.0,5
7724,19,N10-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,297.0,5
7725,19,N10-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,297.0,5
7726,19,N10-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,303.0,5
7727,19,N10-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,304.0,5
7728,19,N10-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,304.0,5
7729,19,N10-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,234.0,5
7730,19,N10-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,234.0,5
7731,19,N10-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,236.0,5
7732,19,N10-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,236.0,5
7733,19,N10-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,236.0,5
7734,19,N10-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,237.0,5
7735,19,N10-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,1.0,1
7736,19,N10-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,1.0,1
7737,19,N10-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,1.0,1
7738,19,N10-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,1.0,1
7739,19,N10-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,2.0,1
7740,19,N10-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,2.0,1
7741,19,N10-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,2.0,1
7742,19,N10-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,2.0,1
7743,19,N10-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,3.0,1
7744,19,N10-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,3.0,1
7745,19,N10-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,3.0,1
7746,19,N10-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,3.0,1
7747,19,N10-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,3.0,1
7748,19,N10-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,3.0,1
7749,19,N10-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,3.0,1
7750,19,N10-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,412.0,28,1,0.0,0,0,0,4.0,1
7751,19,N10-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,4.0,1
7752,19,N10-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,4.0,1
7753,19,N10-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,4.0,1
7754,19,N10-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,0.12,2
7755,19,N10-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,0.12,2
7756,19,N10-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.17,2
7757,19,N10-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,0.22,2
7758,19,N10-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,0.17,2
7759,19,N10-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.17,2
7760,19,N10-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,0.2,2
7761,19,N10-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.22,2
7762,19,N10-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,0.19,2
7763,19,N10-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.19,2
7764,19,N10-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,0.21,2
7765,19,N10-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,0.22,2
7766,19,N10-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.26,2
7767,19,N10-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.29,2
7768,19,N10-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.32,2
7769,19,N10-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,412.0,28,1,0.0,0,0,0,0.11,2
7770,19,N10-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.3,2
7771,19,N10-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.32,2
7772,19,N10-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,0.34,2
7773,19,N10-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,-2.0,28,1,0.0,0,0,0,0.001,4
7774,19,N10-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.004,4
7775,19,N10-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.005,4
7776,19,N10-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,0.138,4
7777,19,N10-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.188,4
7778,19,N10-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,0.236,4
7779,19,N10-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.217,4
7780,19,N10-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,0.228,4
7781,19,N10-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.243,4
7782,19,N10-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.243,4
7783,19,N10-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,0.253,4
7784,19,N10-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,0.262,4
7785,19,N10-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.295,4
7786,19,N10-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.331,4
7787,19,N10-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.364,4
7788,19,N10-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.377,4
7789,19,N10-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.391,4
7790,19,N10-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,0.362,4
7791,19,N10-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,634.0,5
7792,19,N10-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,634.0,5
7793,19,N10-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,729.0,5
7794,19,N10-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,763.0,5
7795,19,N10-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,424.0,5
7796,19,N10-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,424.0,5
7797,19,N10-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,439.0,5
7798,19,N10-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,439.0,5
7799,19,N10-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,304.0,5
7800,19,N10-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,304.0,5
7801,19,N10-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,308.0,5
7802,19,N10-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,308.0,5
7803,19,N10-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,308.0,5
7804,19,N10-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,309.0,5
7805,19,N10-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,310.0,5
7806,19,N10-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,412.0,28,1,0.0,0,0,0,237.0,5
7807,19,N10-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,237.0,5
7808,19,N10-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,238.0,5
7809,19,N10-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,238.0,5
7810,19,N10-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,1.0,1
7811,19,N10-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,1.0,1
7812,19,N10-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,1.0,1
7813,19,N10-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,2.0,1
7814,19,N10-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,2.0,1
7815,19,N10-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,2.0,1
7816,19,N10-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,3.0,1
7817,19,N10-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,3.0,1
7818,19,N10-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,3.0,1
7819,19,N10-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,4.0,1
7820,19,N10-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,4.0,1
7821,19,N10-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,4.0,1
7822,19,N10-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,5.0,1
7823,19,N10-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,5.0,1
7824,19,N10-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,5.0,1
7825,19,N10-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,5.0,1
7826,19,N10-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,5.0,1
7827,19,N10-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,6.0,1
7828,19,N10-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,6.0,1
7829,19,N10-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,6.0,1
7830,19,N10-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,6.0,1
7831,19,N10-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,317.0,28,1,0.0,0,0,0,6.0,1
7832,19,N10-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.04,2
7833,19,N10-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,0.04,2
7834,19,N10-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.05,2
7835,19,N10-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,0.05,2
7836,19,N10-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.05,2
7837,19,N10-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.06,2
7838,19,N10-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.06,2
7839,19,N10-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.06,2
7840,19,N10-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.07,2
7841,19,N10-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.07,2
7842,19,N10-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.07,2
7843,19,N10-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,0.07,2
7844,19,N10-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.09,2
7845,19,N10-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.09,2
7846,19,N10-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.09,2
7847,19,N10-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.11,2
7848,19,N10-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.14,2
7849,19,N10-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.13,2
7850,19,N10-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,0.14,2
7851,19,N10-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,0.15,2
7852,19,N10-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,0.17,2
7853,19,N10-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,317.0,28,1,0.0,0,0,0,0.22,2
7854,19,N10-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.002,4
7855,19,N10-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.005,4
7856,19,N10-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.007,4
7857,19,N10-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,0.051,4
7858,19,N10-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.061,4
7859,19,N10-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.072,4
7860,19,N10-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.075,4
7861,19,N10-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.077,4
7862,19,N10-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.08,4
7863,19,N10-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.079,4
7864,19,N10-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,0.087,4
7865,19,N10-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.114,4
7866,19,N10-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.122,4
7867,19,N10-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.152,4
7868,19,N10-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.192,4
7869,19,N10-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.201,4
7870,19,N10-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,0.215,4
7871,19,N10-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,0.229,4
7872,19,N10-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,0.257,4
7873,19,N10-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,317.0,28,1,0.0,0,0,0,0.337,4
7874,19,N10-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,400.0,5
7875,19,N10-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,400.0,5
7876,19,N10-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,480.0,5
7877,19,N10-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,326.0,5
7878,19,N10-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,326.0,5
7879,19,N10-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,350.0,5
7880,19,N10-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,261.0,5
7881,19,N10-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,261.0,5
7882,19,N10-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,274.0,5
7883,19,N10-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,216.0,5
7884,19,N10-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,216.0,5
7885,19,N10-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,220.0,5
7886,19,N10-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,182.0,5
7887,19,N10-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,182.0,5
7888,19,N10-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,184.0,5
7889,19,N10-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,185.0,5
7890,19,N10-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,186.0,5
7891,19,N10-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,158.0,5
7892,19,N10-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,158.0,5
7893,19,N10-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,158.0,5
7894,19,N10-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,159.0,5
7895,19,N10-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,317.0,28,1,0.0,0,0,0,159.0,5
7896,19,N10-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,1.0,1
7897,19,N10-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,1.0,1
7898,19,N10-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,1.0,1
7899,19,N10-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,2.0,1
7900,19,N10-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,2.0,1
7901,19,N10-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,2.0,1
7902,19,N10-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,3.0,1
7903,19,N10-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,3.0,1
7904,19,N10-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,3.0,1
7905,19,N10-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,4.0,1
7906,19,N10-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,4.0,1
7907,19,N10-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,4.0,1
7908,19,N10-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,5.0,1
7909,19,N10-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,5.0,1
7910,19,N10-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,5.0,1
7911,19,N10-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,5.0,1
7912,19,N10-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,5.0,1
7913,19,N10-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,5.0,1
7914,19,N10-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,5.0,1
7915,19,N10-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.03,2
7916,19,N10-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.03,2
7917,19,N10-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.04,2
7918,19,N10-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.04,2
7919,19,N10-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.04,2
7920,19,N10-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.05,2
7921,19,N10-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.05,2
7922,19,N10-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.05,2
7923,19,N10-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.06,2
7924,19,N10-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.07,2
7925,19,N10-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.07,2
7926,19,N10-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.01,2
7927,19,N10-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.07,2
7928,19,N10-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.07,2
7929,19,N10-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.08,2
7930,19,N10-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.12,2
7931,19,N10-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.15,2
7932,19,N10-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.19,2
7933,19,N10-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.25,2
7934,19,N10-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.002,4
7935,19,N10-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.04,4
7936,19,N10-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.046,4
7937,19,N10-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.061,4
7938,19,N10-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.062,4
7939,19,N10-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.065,4
7940,19,N10-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.065,4
7941,19,N10-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.072,4
7942,19,N10-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.074,4
7943,19,N10-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.092,4
7944,19,N10-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.117,4
7945,19,N10-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.166,4
7946,19,N10-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.207,4
7947,19,N10-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.207,4
7948,19,N10-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.248,4
7949,19,N10-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.352,4
7950,19,N10-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,300.0,5
7951,19,N10-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,300.0,5
7952,19,N10-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,424.0,5
7953,19,N10-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,299.0,5
7954,19,N10-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,299.0,5
7955,19,N10-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,329.0,5
7956,19,N10-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,249.0,5
7957,19,N10-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,249.0,5
7958,19,N10-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,262.0,5
7959,19,N10-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,211.0,5
7960,19,N10-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,211.0,5
7961,19,N10-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,216.0,5
7962,19,N10-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,180.0,5
7963,19,N10-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,180.0,5
7964,19,N10-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,183.0,5
7965,19,N10-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,185.0,5
7966,19,N10-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,186.0,5
7967,19,N10-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,187.0,5
7968,19,N10-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,188.0,5
7969,19,N10-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,1.0,1
7970,19,N10-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,1.0,1
7971,19,N10-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,3.0,1
7972,19,N10-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,3.0,1
7973,19,N10-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,4.0,1
7974,19,N10-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,4.0,1
7975,19,N10-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,4.0,1
7976,19,N10-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,4.0,1
7977,19,N10-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,5.0,1
7978,19,N10-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,5.0,1
7979,19,N10-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,5.0,1
7980,19,N10-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,5.0,1
7981,19,N10-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,5.0,1
7982,19,N10-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,6.0,1
7983,19,N10-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,6.0,1
7984,19,N10-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,6.0,1
7985,19,N10-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,6.0,1
7986,19,N10-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,6.0,1
7987,19,N10-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,7.0,1
7988,19,N10-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,7.0,1
7989,19,N10-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,7.0,1
7990,19,N10-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,7.0,1
7991,19,N10-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,7.0,1
7992,19,N10-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,7.0,1
7993,19,N10-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,7.0,1
7994,19,N10-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,0.02,2
7995,19,N10-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.02,2
7996,19,N10-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.03,2
7997,19,N10-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.03,2
7998,19,N10-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.03,2
7999,19,N10-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.03,2
8000,19,N10-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.04,2
8001,19,N10-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.05,2
8002,19,N10-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.05,2
8003,19,N10-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.05,2
8004,19,N10-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.05,2
8005,19,N10-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.05,2
8006,19,N10-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.05,2
8007,19,N10-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
8008,19,N10-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.05,2
8009,19,N10-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.06,2
8010,19,N10-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.06,2
8011,19,N10-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.07,2
8012,19,N10-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.07,2
8013,19,N10-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,0.07,2
8014,19,N10-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.07,2
8015,19,N10-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.08,2
8016,19,N10-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.1,2
8017,19,N10-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.12,2
8018,19,N10-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,0.14,2
8019,19,N10-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,32.0,28,1,0.0,0,0,0,0.003,4
8020,19,N10-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.026,4
8021,19,N10-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.042,4
8022,19,N10-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.047,4
8023,19,N10-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.054,4
8024,19,N10-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.06,4
8025,19,N10-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.059,4
8026,19,N10-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.062,4
8027,19,N10-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.065,4
8028,19,N10-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.068,4
8029,19,N10-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.07,4
8030,19,N10-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.072,4
8031,19,N10-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.08,4
8032,19,N10-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.092,4
8033,19,N10-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,0.097,4
8034,19,N10-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.097,4
8035,19,N10-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.111,4
8036,19,N10-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.129,4
8037,19,N10-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.149,4
8038,19,N10-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,0.174,4
8039,19,N10-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,293.0,5
8040,19,N10-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,293.0,5
8041,19,N10-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,227.0,5
8042,19,N10-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,227.0,5
8043,19,N10-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,192.0,5
8044,19,N10-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,192.0,5
8045,19,N10-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,198.0,5
8046,19,N10-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,200.0,5
8047,19,N10-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,171.0,5
8048,19,N10-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,171.0,5
8049,19,N10-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,174.0,5
8050,19,N10-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,173.0,5
8051,19,N10-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,173.0,5
8052,19,N10-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,150.0,5
8053,19,N10-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,150.0,5
8054,19,N10-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,151.0,5
8055,19,N10-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,151.0,5
8056,19,N10-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,151.0,5
8057,19,N10-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,133.0,5
8058,19,N10-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,133.0,5
8059,19,N10-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,134.0,5
8060,19,N10-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,134.0,5
8061,19,N10-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,134.0,5
8062,19,N10-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,134.0,5
8063,19,N10-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,134.0,5
8064,19,N10-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,51.0,28,1,0.0,0,0,0,1.0,1
8065,19,N10-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,1.0,1
8066,19,N10-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,2.0,1
8067,19,N10-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,2.0,1
8068,19,N10-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,3.0,1
8069,19,N10-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,3.0,1
8070,19,N10-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,4.0,1
8071,19,N10-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,4.0,1
8072,19,N10-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,4.0,1
8073,19,N10-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,5.0,1
8074,19,N10-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,5.0,1
8075,19,N10-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,5.0,1
8076,19,N10-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,5.0,1
8077,19,N10-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,5.0,1
8078,19,N10-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,5.0,1
8079,19,N10-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,7.0,1
8080,19,N10-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,7.0,1
8081,19,N10-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,7.0,1
8082,19,N10-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,7.0,1
8083,19,N10-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,7.0,1
8084,19,N10-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,7.0,1
8085,19,N10-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,7.0,1
8086,19,N10-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,7.0,1
8087,19,N10-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,7.0,1
8088,19,N10-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,51.0,28,1,0.0,0,0,0,0.01,2
8089,19,N10-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,0.01,2
8090,19,N10-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.02,2
8091,19,N10-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.02,2
8092,19,N10-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.03,2
8093,19,N10-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.03,2
8094,19,N10-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.03,2
8095,19,N10-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.03,2
8096,19,N10-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.03,2
8097,19,N10-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.03,2
8098,19,N10-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.03,2
8099,19,N10-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.04,2
8100,19,N10-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
8101,19,N10-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.05,2
8102,19,N10-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.06,2
8103,19,N10-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.05,2
8104,19,N10-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.05,2
8105,19,N10-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,0.06,2
8106,19,N10-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.07,2
8107,19,N10-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.08,2
8108,19,N10-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,0.1,2
8109,19,N10-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.12,2
8110,19,N10-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.14,2
8111,19,N10-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.14,2
8112,19,N10-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,33.0,28,1,0.0,0,0,0,0.002,4
8113,19,N10-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,51.0,28,1,0.0,0,0,0,0.012,4
8114,19,N10-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,0.028,4
8115,19,N10-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.035,4
8116,19,N10-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.037,4
8117,19,N10-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.038,4
8118,19,N10-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.04,4
8119,19,N10-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.043,4
8120,19,N10-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.045,4
8121,19,N10-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.052,4
8122,19,N10-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.058,4
8123,19,N10-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.069,4
8124,19,N10-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.073,4
8125,19,N10-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,0.082,4
8126,19,N10-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.1,4
8127,19,N10-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.122,4
8128,19,N10-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,0.145,4
8129,19,N10-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.176,4
8130,19,N10-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.151,4
8131,19,N10-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.153,4
8132,19,N10-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,51.0,28,1,0.0,0,0,0,214.0,5
8133,19,N10-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,214.0,5
8134,19,N10-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,250.0,5
8135,19,N10-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,250.0,5
8136,19,N10-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,219.0,5
8137,19,N10-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,219.0,5
8138,19,N10-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,189.0,5
8139,19,N10-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,189.0,5
8140,19,N10-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,190.0,5
8141,19,N10-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,164.0,5
8142,19,N10-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,164.0,5
8143,19,N10-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,169.0,5
8144,19,N10-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,171.0,5
8145,19,N10-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,172.0,5
8146,19,N10-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,173.0,5
8147,19,N10-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,132.0,5
8148,19,N10-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,132.0,5
8149,19,N10-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,133.0,5
8150,19,N10-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,133.0,5
8151,19,N10-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,133.0,5
8152,19,N10-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,134.0,5
8153,19,N10-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,134.0,5
8154,19,N10-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,134.0,5
8155,19,N10-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,134.0,5
8156,19,N10-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,2.0,1
8157,19,N10-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,2.0,1
8158,19,N10-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,3.0,1
8159,19,N10-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,3.0,1
8160,19,N10-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,3.0,1
8161,19,N10-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,4.0,1
8162,19,N10-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,4.0,1
8163,19,N10-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,4.0,1
8164,19,N10-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,4.0,1
8165,19,N10-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,5.0,1
8166,19,N10-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,5.0,1
8167,19,N10-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,5.0,1
8168,19,N10-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,5.0,1
8169,19,N10-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,6.0,1
8170,19,N10-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,6.0,1
8171,19,N10-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,6.0,1
8172,19,N10-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,7.0,1
8173,19,N10-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,7.0,1
8174,19,N10-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,7.0,1
8175,19,N10-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,8.0,1
8176,19,N10-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,8.0,1
8177,19,N10-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,8.0,1
8178,19,N10-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,8.0,1
8179,19,N10-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,8.0,1
8180,19,N10-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,8.0,1
8181,19,N10-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.03,2
8182,19,N10-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,0.03,2
8183,19,N10-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.03,2
8184,19,N10-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,0.03,2
8185,19,N10-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.03,2
8186,19,N10-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.03,2
8187,19,N10-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.03,2
8188,19,N10-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.03,2
8189,19,N10-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.04,2
8190,19,N10-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.04,2
8191,19,N10-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.04,2
8192,19,N10-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
8193,19,N10-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.04,2
8194,19,N10-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.04,2
8195,19,N10-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.04,2
8196,19,N10-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.05,2
8197,19,N10-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.05,2
8198,19,N10-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.05,2
8199,19,N10-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.06,2
8200,19,N10-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.06,2
8201,19,N10-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,0.06,2
8202,19,N10-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.07,2
8203,19,N10-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.08,2
8204,19,N10-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.09,2
8205,19,N10-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,0.13,2
8206,19,N10-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.033,4
8207,19,N10-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.045,4
8208,19,N10-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.045,4
8209,19,N10-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.053,4
8210,19,N10-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.052,4
8211,19,N10-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.056,4
8212,19,N10-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.06,4
8213,19,N10-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.058,4
8214,19,N10-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.062,4
8215,19,N10-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.066,4
8216,19,N10-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.078,4
8217,19,N10-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,0.08,4
8218,19,N10-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.081,4
8219,19,N10-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.096,4
8220,19,N10-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.114,4
8221,19,N10-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,0.166,4
8222,19,N10-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,301.0,5
8223,19,N10-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,301.0,5
8224,19,N10-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,223.0,5
8225,19,N10-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,223.0,5
8226,19,N10-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,230.0,5
8227,19,N10-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,188.0,5
8228,19,N10-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,188.0,5
8229,19,N10-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,196.0,5
8230,19,N10-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,195.0,5
8231,19,N10-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,167.0,5
8232,19,N10-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,167.0,5
8233,19,N10-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,169.0,5
8234,19,N10-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,169.0,5
8235,19,N10-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,148.0,5
8236,19,N10-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,148.0,5
8237,19,N10-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,149.0,5
8238,19,N10-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,132.0,5
8239,19,N10-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,132.0,5
8240,19,N10-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,133.0,5
8241,19,N10-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,120.0,5
8242,19,N10-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,120.0,5
8243,19,N10-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,120.0,5
8244,19,N10-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,120.0,5
8245,19,N10-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,120.0,5
8246,19,N10-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,29.9,36.8]","[1,160x320,0]","[7,28,90]",[2.13],"[1,160x320,1]",[28],[27500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,120.0,5
8247,19,N12-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,1.0,1
8248,19,N12-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,1.0,1
8249,19,N12-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,285.0,28,1,0.0,0,0,0,1.0,1
8250,19,N12-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,1.0,1
8251,19,N12-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,1.0,1
8252,19,N12-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,1.0,1
8253,19,N12-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,367.0,28,1,0.0,0,0,0,2.0,1
8254,19,N12-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,297.0,28,1,0.0,0,0,0,2.0,1
8255,19,N12-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,2.0,1
8256,19,N12-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,2.0,1
8257,19,N12-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,3.0,1
8258,19,N12-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,3.0,1
8259,19,N12-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,3.0,1
8260,19,N12-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,3.0,1
8261,19,N12-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,3.0,1
8262,19,N12-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,396.0,28,1,0.0,0,0,0,4.0,1
8263,19,N12-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,319.0,28,1,0.0,0,0,0,4.0,1
8264,19,N12-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,4.0,1
8265,19,N12-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,4.0,1
8266,19,N12-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,5.0,1
8267,19,N12-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,5.0,1
8268,19,N12-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,5.0,1
8269,19,N12-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,5.0,1
8270,19,N12-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.08,2
8271,19,N12-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,0.08,2
8272,19,N12-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,285.0,28,1,0.0,0,0,0,0.12,2
8273,19,N12-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.14,2
8274,19,N12-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,0.15,2
8275,19,N12-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,0.17,2
8276,19,N12-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,367.0,28,1,0.0,0,0,0,0.14,2
8277,19,N12-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,297.0,28,1,0.0,0,0,0,0.14,2
8278,19,N12-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.16,2
8279,19,N12-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.18,2
8280,19,N12-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,0.16,2
8281,19,N12-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,0.16,2
8282,19,N12-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,0.18,2
8283,19,N12-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.2,2
8284,19,N12-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,0.22,2
8285,19,N12-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,396.0,28,1,0.0,0,0,0,0.19,2
8286,19,N12-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,319.0,28,1,0.0,0,0,0,0.19,2
8287,19,N12-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,0.21,2
8288,19,N12-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,0.22,2
8289,19,N12-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,0.21,2
8290,19,N12-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,0.23,2
8291,19,N12-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,0.24,2
8292,19,N12-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,0.26,2
8293,19,N12-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.002,4
8294,19,N12-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.004,4
8295,19,N12-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.005,4
8296,19,N12-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,0.097,4
8297,19,N12-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,285.0,28,1,0.0,0,0,0,0.121,4
8298,19,N12-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.144,4
8299,19,N12-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,0.155,4
8300,19,N12-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,0.174,4
8301,19,N12-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,297.0,28,1,0.0,0,0,0,0.171,4
8302,19,N12-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.176,4
8303,19,N12-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.19,4
8304,19,N12-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,0.173,4
8305,19,N12-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,0.191,4
8306,19,N12-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.226,4
8307,19,N12-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,0.255,4
8308,19,N12-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,319.0,28,1,0.0,0,0,0,0.238,4
8309,19,N12-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,0.25,4
8310,19,N12-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,0.264,4
8311,19,N12-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,0.257,4
8312,19,N12-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,0.273,4
8313,19,N12-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,0.281,4
8314,19,N12-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,0.308,4
8315,19,N12-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,555.0,5
8316,19,N12-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,555.0,5
8317,19,N12-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,285.0,28,1,0.0,0,0,0,666.0,5
8318,19,N12-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,685.0,5
8319,19,N12-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,693.0,5
8320,19,N12-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,705.0,5
8321,19,N12-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,367.0,28,1,0.0,0,0,0,404.0,5
8322,19,N12-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,297.0,28,1,0.0,0,0,0,404.0,5
8323,19,N12-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,422.0,5
8324,19,N12-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,423.0,5
8325,19,N12-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,296.0,5
8326,19,N12-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,296.0,5
8327,19,N12-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,304.0,5
8328,19,N12-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,304.0,5
8329,19,N12-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,305.0,5
8330,19,N12-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,396.0,28,1,0.0,0,0,0,233.0,5
8331,19,N12-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,319.0,28,1,0.0,0,0,0,233.0,5
8332,19,N12-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,236.0,5
8333,19,N12-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,236.0,5
8334,19,N12-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,191.0,5
8335,19,N12-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,192.0,5
8336,19,N12-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,192.0,5
8337,19,N12-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,192.0,5
8338,19,N12-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,313.0,28,1,0.0,0,0,0,1.0,1
8339,19,N12-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,1.0,1
8340,19,N12-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,1.0,1
8341,19,N12-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,1.0,1
8342,19,N12-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,1.0,1
8343,19,N12-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,2.0,1
8344,19,N12-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,2.0,1
8345,19,N12-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,2.0,1
8346,19,N12-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,2.0,1
8347,19,N12-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,2.0,1
8348,19,N12-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,3.0,1
8349,19,N12-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,3.0,1
8350,19,N12-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,3.0,1
8351,19,N12-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,3.0,1
8352,19,N12-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,4.0,1
8353,19,N12-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,4.0,1
8354,19,N12-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,4.0,1
8355,19,N12-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,4.0,1
8356,19,N12-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,4.0,1
8357,19,N12-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,429.0,28,1,0.0,0,0,0,4.0,1
8358,19,N12-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,4.0,1
8359,19,N12-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,313.0,28,1,0.0,0,0,0,0.09,2
8360,19,N12-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,0.09,2
8361,19,N12-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.13,2
8362,19,N12-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.16,2
8363,19,N12-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.18,2
8364,19,N12-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.14,2
8365,19,N12-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.14,2
8366,19,N12-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.18,2
8367,19,N12-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.2,2
8368,19,N12-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,0.22,2
8369,19,N12-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.17,2
8370,19,N12-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,0.17,2
8371,19,N12-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.19,2
8372,19,N12-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,0.23,2
8373,19,N12-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,0.21,2
8374,19,N12-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,0.21,2
8375,19,N12-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.23,2
8376,19,N12-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,0.24,2
8377,19,N12-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,0.27,2
8378,19,N12-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,429.0,28,1,0.0,0,0,0,0.29,2
8379,19,N12-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,0.32,2
8380,19,N12-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
8381,19,N12-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.003,4
8382,19,N12-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.005,4
8383,19,N12-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,0.109,4
8384,19,N12-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.135,4
8385,19,N12-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.168,4
8386,19,N12-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.185,4
8387,19,N12-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.179,4
8388,19,N12-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.192,4
8389,19,N12-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.204,4
8390,19,N12-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,0.218,4
8391,19,N12-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,0.207,4
8392,19,N12-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.214,4
8393,19,N12-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,0.253,4
8394,19,N12-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,0.267,4
8395,19,N12-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.281,4
8396,19,N12-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,0.295,4
8397,19,N12-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,0.329,4
8398,19,N12-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,429.0,28,1,0.0,0,0,0,0.348,4
8399,19,N12-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,0.369,4
8400,19,N12-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,313.0,28,1,0.0,0,0,0,573.0,5
8401,19,N12-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,573.0,5
8402,19,N12-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,688.0,5
8403,19,N12-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,710.0,5
8404,19,N12-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,723.0,5
8405,19,N12-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,409.0,5
8406,19,N12-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,409.0,5
8407,19,N12-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,433.0,5
8408,19,N12-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,434.0,5
8409,19,N12-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,435.0,5
8410,19,N12-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,300.0,5
8411,19,N12-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,300.0,5
8412,19,N12-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,306.0,5
8413,19,N12-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,308.0,5
8414,19,N12-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,235.0,5
8415,19,N12-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,235.0,5
8416,19,N12-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,237.0,5
8417,19,N12-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,237.0,5
8418,19,N12-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,237.0,5
8419,19,N12-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,429.0,28,1,0.0,0,0,0,238.0,5
8420,19,N12-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,238.0,5
8421,19,N12-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,290.0,28,1,0.0,0,0,0,1.0,1
8422,19,N12-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,1.0,1
8423,19,N12-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,1.0,1
8424,19,N12-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,1.0,1
8425,19,N12-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,1.0,1
8426,19,N12-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,2.0,1
8427,19,N12-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,257.0,28,1,0.0,0,0,0,2.0,1
8428,19,N12-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,2.0,1
8429,19,N12-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,2.0,1
8430,19,N12-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,3.0,1
8431,19,N12-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,3.0,1
8432,19,N12-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,290.0,28,1,0.0,0,0,0,0.07,2
8433,19,N12-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.07,2
8434,19,N12-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,0.1,2
8435,19,N12-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.12,2
8436,19,N12-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.15,2
8437,19,N12-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.14,2
8438,19,N12-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,257.0,28,1,0.0,0,0,0,0.14,2
8439,19,N12-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.16,2
8440,19,N12-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,0.19,2
8441,19,N12-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.17,2
8442,19,N12-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.17,2
8443,19,N12-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.002,4
8444,19,N12-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,0.004,4
8445,19,N12-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,0.007,4
8446,19,N12-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.092,4
8447,19,N12-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,0.114,4
8448,19,N12-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.138,4
8449,19,N12-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.165,4
8450,19,N12-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,257.0,28,1,0.0,0,0,0,0.153,4
8451,19,N12-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.174,4
8452,19,N12-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,0.214,4
8453,19,N12-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.223,4
8454,19,N12-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,290.0,28,1,0.0,0,0,0,536.0,5
8455,19,N12-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,536.0,5
8456,19,N12-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,647.0,5
8457,19,N12-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,668.0,5
8458,19,N12-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,692.0,5
8459,19,N12-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,410.0,5
8460,19,N12-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,257.0,28,1,0.0,0,0,0,410.0,5
8461,19,N12-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,429.0,5
8462,19,N12-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,430.0,5
8463,19,N12-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,300.0,5
8464,19,N12-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,300.0,5
8465,19,N12-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,4.0,1
8466,19,N12-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,0.31,2
8467,19,N12-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,0.387,4
8468,19,N12-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,238.0,5
8469,19,N12-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,335.0,28,1,0.0,0,0,0,3.0,1
8470,19,N12-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,335.0,28,1,0.0,0,0,0,0.21,2
8471,19,N12-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,335.0,28,1,0.0,0,0,0,0.233,4
8472,19,N12-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,335.0,28,1,0.0,0,0,0,306.0,5
8473,19,N12-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,3.0,1
8474,19,N12-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.22,2
8475,19,N12-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.253,4
8476,19,N12-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,306.0,5
8477,19,N12-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,4.0,1
8478,19,N12-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,0.3,2
8479,19,N12-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,0.369,4
8480,19,N12-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,238.0,5
8481,19,N12-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,4.0,1
8482,19,N12-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,0.26,2
8483,19,N12-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,0.337,4
8484,19,N12-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,236.0,5
8485,19,N12-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,3.0,1
8486,19,N12-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,0.24,2
8487,19,N12-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,0.281,4
8488,19,N12-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,307.0,5
8489,19,N12-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,431.0,28,1,0.0,0,0,0,3.0,1
8490,19,N12-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,431.0,28,1,0.0,0,0,0,0.31,2
8491,19,N12-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,431.0,28,1,0.0,0,0,0,0.356,4
8492,19,N12-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,431.0,28,1,0.0,0,0,0,310.0,5
8493,19,N12-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,4.0,1
8494,19,N12-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,0.26,2
8495,19,N12-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,236.0,5
8496,19,N12-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,412.0,28,1,0.0,0,0,0,3.0,1
8497,19,N12-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,412.0,28,1,0.0,0,0,0,0.29,2
8498,19,N12-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,412.0,28,1,0.0,0,0,0,0.332,4
8499,19,N12-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,412.0,28,1,0.0,0,0,0,309.0,5
8500,19,N12-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,1.0,1
8501,19,N12-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.06,2
8502,19,N12-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.086,4
8503,19,N12-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,487.0,5
8504,19,N12-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,4.0,1
8505,19,N12-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.07,2
8506,19,N12-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.097,4
8507,19,N12-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,268.0,5
8508,19,N12-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,3.0,1
8509,19,N12-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.06,2
8510,19,N12-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.093,4
8511,19,N12-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,262.0,5
8512,19,N12-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,1.0,1
8513,19,N12-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.04,2
8514,19,N12-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.059,4
8515,19,N12-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,378.0,5
8516,19,N12-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,2.0,1
8517,19,N12-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.06,2
8518,19,N12-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.086,4
8519,19,N12-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,327.0,5
8520,19,N12-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,4.0,1
8521,19,N12-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.11,2
8522,19,N12-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.185,4
8523,19,N12-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,223.0,5
8524,19,N12-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,2.0,1
8525,19,N12-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.07,2
8526,19,N12-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.083,4
8527,19,N12-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,515.0,5
8528,19,N12-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.004,4
8529,19,N12-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,5.0,1
8530,19,N12-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.14,2
8531,19,N12-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.055,4
8532,19,N12-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.215,4
8533,19,N12-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,187.0,5
8534,19,N12-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,4.0,1
8535,19,N12-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.07,2
8536,19,N12-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.125,4
8537,19,N12-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,217.0,5
8538,19,N12-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,4.0,1
8539,19,N12-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.08,2
8540,19,N12-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.129,4
8541,19,N12-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,220.0,5
8542,19,N12-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,4.0,1
8543,19,N12-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.07,2
8544,19,N12-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.101,4
8545,19,N12-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,214.0,5
8546,19,N12-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,4.0,1
8547,19,N12-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.09,2
8548,19,N12-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.139,4
8549,19,N12-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,220.0,5
8550,19,N12-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,3.0,1
8551,19,N12-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,4.0,1
8552,19,N12-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,5.0,1
8553,19,N12-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.07,2
8554,19,N12-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.1,2
8555,19,N12-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.12,2
8556,19,N12-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.09,4
8557,19,N12-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.16,4
8558,19,N12-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.195,4
8559,19,N12-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,355.0,5
8560,19,N12-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,222.0,5
8561,19,N12-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,186.0,5
8562,19,N12-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.003,4
8563,19,N12-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,3.0,1
8564,19,N12-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.06,2
8565,19,N12-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,262.0,5
8566,19,N12-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.002,4
8567,19,N12-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,1.0,1
8568,19,N12-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.05,2
8569,19,N12-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.071,4
8570,19,N12-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,461.0,5
8571,19,N12-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,4.0,1
8572,19,N12-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.07,2
8573,19,N12-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,214.0,5
8574,19,N12-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,5.0,1
8575,19,N12-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,0.23,2
8576,19,N12-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,0.309,4
8577,19,N12-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,190.0,5
8578,19,N12-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,2.0,1
8579,19,N12-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.06,2
8580,19,N12-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.09,4
8581,19,N12-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,351.0,5
8582,19,N12-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,5.0,1
8583,19,N12-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.19,2
8584,19,N12-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.273,4
8585,19,N12-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,188.0,5
8586,19,N12-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,1.0,1
8587,19,N12-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.04,2
8588,19,N12-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,378.0,5
8589,19,N12-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,4.0,1
8590,19,N12-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,5.0,1
8591,19,N12-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.08,2
8592,19,N12-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,0.14,2
8593,19,N12-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,0.208,4
8594,19,N12-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,219.0,5
8595,19,N12-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,186.0,5
8596,19,N12-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,2.0,1
8597,19,N12-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.06,2
8598,19,N12-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,327.0,5
8599,19,N12-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,5.0,1
8600,19,N12-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,0.13,2
8601,19,N12-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,0.203,4
8602,19,N12-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,187.0,5
8603,19,N12-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,3.0,1
8604,19,N12-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.08,2
8605,19,N12-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.132,4
8606,19,N12-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,277.0,5
8607,19,N12-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,3.0,1
8608,19,N12-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.09,2
8609,19,N12-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.143,4
8610,19,N12-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,282.0,5
8611,19,N12-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,1.0,1
8612,19,N12-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.11,2
8613,19,N12-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.116,4
8614,19,N12-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,663.0,5
8615,19,N12-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.001,4
8616,19,N12-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,1.0,1
8617,19,N12-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.06,2
8618,19,N12-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,484.0,5
8619,19,N12-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,3.0,1
8620,19,N12-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.1,2
8621,19,N12-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.151,4
8622,19,N12-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,283.0,5
8623,19,N12-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.004,4
8624,19,N12-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,5.0,1
8625,19,N12-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.11,2
8626,19,N12-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.171,4
8627,19,N12-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,187.0,5
8628,19,N12-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,1.0,1
8629,19,N12-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.06,2
8630,19,N12-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.074,4
8631,19,N12-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,484.0,5
8632,19,N12-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,2.0,1
8633,19,N12-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.08,2
8634,19,N12-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.127,4
8635,19,N12-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,378.0,5
8636,19,N12-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,3.0,1
8637,19,N12-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,5.0,1
8638,19,N12-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,5.0,1
8639,19,N12-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.08,2
8640,19,N12-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.16,2
8641,19,N12-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.29,2
8642,19,N12-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.227,4
8643,19,N12-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.395,4
8644,19,N12-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,277.0,5
8645,19,N12-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,188.0,5
8646,19,N12-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,190.0,5
8647,19,N12-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,5.0,1
8648,19,N12-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,0.18,2
8649,19,N12-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,0.251,4
8650,19,N12-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,189.0,5
8651,19,N12-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,5.0,1
8652,19,N12-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.1,2
8653,19,N12-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,186.0,5
8654,19,N12-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,5.0,1
8655,19,N12-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.25,2
8656,19,N12-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.338,4
8657,19,N12-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,190.0,5
8658,19,N12-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,5.0,1
8659,19,N12-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.2,2
8660,19,N12-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.274,4
8661,19,N12-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,189.0,5
8662,19,N12-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,4.0,1
8663,19,N12-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.11,2
8664,19,N12-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.152,4
8665,19,N12-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,227.0,5
8666,19,N12-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,2.0,1
8667,19,N12-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,4.0,1
8668,19,N12-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,5.0,1
8669,19,N12-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.1,2
8670,19,N12-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.1,2
8671,19,N12-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.13,2
8672,19,N12-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.138,4
8673,19,N12-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.145,4
8674,19,N12-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.188,4
8675,19,N12-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,392.0,5
8676,19,N12-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,227.0,5
8677,19,N12-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,187.0,5
8678,19,N12-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,4.0,1
8679,19,N12-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.09,2
8680,19,N12-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.137,4
8681,19,N12-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,223.0,5
8682,19,N12-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,4.0,1
8683,19,N12-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,0.09,2
8684,19,N12-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,223.0,5
8685,19,N12-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,5.0,1
8686,19,N12-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.1,2
8687,19,N12-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.158,4
8688,19,N12-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,186.0,5
8689,19,N12-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,5.0,1
8690,19,N12-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.14,2
8691,19,N12-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.209,4
8692,19,N12-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,188.0,5
8693,19,N12-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,2.0,1
8694,19,N12-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.08,2
8695,19,N12-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,378.0,5
8696,19,N12-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,5.0,1
8697,19,N12-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,324.0,28,1,0.0,0,0,0,7.0,1
8698,19,N12-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.09,2
8699,19,N12-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,324.0,28,1,0.0,0,0,0,0.21,2
8700,19,N12-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,183.0,5
8701,19,N12-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,324.0,28,1,0.0,0,0,0,139.0,5
8702,19,N12-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,1.0,1
8703,19,N12-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,0.08,2
8704,19,N12-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,0.084,4
8705,19,N12-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,570.0,5
8706,19,N12-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,1.0,1
8707,19,N12-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.05,2
8708,19,N12-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,455.0,5
8709,19,N12-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,2.0,1
8710,19,N12-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.09,2
8711,19,N12-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.101,4
8712,19,N12-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,374.0,5
8713,19,N12-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,1.0,1
8714,19,N12-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.05,2
8715,19,N12-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.06,4
8716,19,N12-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,455.0,5
8717,19,N12-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.006,4
8718,19,N12-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,6.0,1
8719,19,N12-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.11,2
8720,19,N12-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.136,4
8721,19,N12-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,158.0,5
8722,19,N12-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,5.0,1
8723,19,N12-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.09,2
8724,19,N12-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.005,4
8725,19,N12-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.115,4
8726,19,N12-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,185.0,5
8727,19,N12-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,3.0,1
8728,19,N12-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.1,2
8729,19,N12-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.114,4
8730,19,N12-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,281.0,5
8731,19,N12-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,3.0,1
8732,19,N12-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.08,2
8733,19,N12-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.104,4
8734,19,N12-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,273.0,5
8735,19,N12-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,1.0,1
8736,19,N12-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.07,2
8737,19,N12-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.075,4
8738,19,N12-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,558.0,5
8739,19,N12-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,7.0,1
8740,19,N12-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,0.21,2
8741,19,N12-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,0.332,4
8742,19,N12-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,139.0,5
8743,19,N12-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,6.0,1
8744,19,N12-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.11,2
8745,19,N12-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.129,4
8746,19,N12-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,158.0,5
8747,19,N12-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,6.0,1
8748,19,N12-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,0.1,2
8749,19,N12-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,157.0,5
8750,19,N12-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,4.0,1
8751,19,N12-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.09,2
8752,19,N12-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.116,4
8753,19,N12-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,222.0,5
8754,19,N12-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,3.0,1
8755,19,N12-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,7.0,1
8756,19,N12-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.08,2
8757,19,N12-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.22,2
8758,19,N12-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.34,4
8759,19,N12-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,273.0,5
8760,19,N12-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,139.0,5
8761,19,N12-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,2.0,1
8762,19,N12-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,5.0,1
8763,19,N12-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.07,2
8764,19,N12-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.1,2
8765,19,N12-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.093,4
8766,19,N12-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.127,4
8767,19,N12-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,353.0,5
8768,19,N12-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,185.0,5
8769,19,N12-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,1.0,1
8770,19,N12-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.09,2
8771,19,N12-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.092,4
8772,19,N12-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,585.0,5
8773,19,N12-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.002,4
8774,19,N12-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,5.0,1
8775,19,N12-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.09,2
8776,19,N12-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.112,4
8777,19,N12-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,183.0,5
8778,19,N12-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,5.0,1
8779,19,N12-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.09,2
8780,19,N12-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.119,4
8781,19,N12-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,184.0,5
8782,19,N12-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,6.0,1
8783,19,N12-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.1,2
8784,19,N12-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.126,4
8785,19,N12-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,158.0,5
8786,19,N12-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,6.0,1
8787,19,N12-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.17,2
8788,19,N12-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.224,4
8789,19,N12-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,159.0,5
8790,19,N12-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,3.0,1
8791,19,N12-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.09,2
8792,19,N12-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.109,4
8793,19,N12-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,281.0,5
8794,19,N12-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,2.0,1
8795,19,N12-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,0.07,2
8796,19,N12-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,353.0,5
8797,19,N12-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,6.0,1
8798,19,N12-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.2,2
8799,19,N12-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.284,4
8800,19,N12-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,160.0,5
8801,19,N12-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,6.0,1
8802,19,N12-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.13,2
8803,19,N12-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.163,4
8804,19,N12-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,158.0,5
8805,19,N12-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,4.0,1
8806,19,N12-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.09,2
8807,19,N12-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,222.0,5
8808,19,N12-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,6.0,1
8809,19,N12-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.1,2
8810,19,N12-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.123,4
8811,19,N12-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,157.0,5
8812,19,N12-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,2.0,1
8813,19,N12-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.08,2
8814,19,N12-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.095,4
8815,19,N12-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,373.0,5
8816,19,N12-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,4.0,1
8817,19,N12-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.06,2
8818,19,N12-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.094,4
8819,19,N12-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,207.0,5
8820,19,N12-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,1.0,1
8821,19,N12-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.04,2
8822,19,N12-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,399.0,5
8823,19,N12-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,1.0,1
8824,19,N12-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.03,2
8825,19,N12-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,299.0,5
8826,19,N12-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,1.0,1
8827,19,N12-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.03,2
8828,19,N12-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,299.0,5
8829,19,N12-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,1.0,1
8830,19,N12-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.05,2
8831,19,N12-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,422.0,5
8832,19,N12-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,2.0,1
8833,19,N12-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.04,2
8834,19,N12-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,307.0,5
8835,19,N12-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,3.0,1
8836,19,N12-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.04,2
8837,19,N12-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.057,4
8838,19,N12-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,229.0,5
8839,19,N12-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,5.0,1
8840,19,N12-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,0.06,2
8841,19,N12-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,0.096,4
8842,19,N12-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,173.0,5
8843,19,N12-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,5.0,1
8844,19,N12-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.06,2
8845,19,N12-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,173.0,5
8846,19,N12-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,7.0,1
8847,19,N12-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.15,2
8848,19,N12-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.2,4
8849,19,N12-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,136.0,5
8850,19,N12-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,7.0,1
8851,19,N12-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.09,2
8852,19,N12-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.117,4
8853,19,N12-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,135.0,5
8854,19,N12-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,3.0,1
8855,19,N12-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.04,2
8856,19,N12-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,229.0,5
8857,19,N12-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,4.0,1
8858,19,N12-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,5.0,1
8859,19,N12-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.06,2
8860,19,N12-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.06,2
8861,19,N12-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.086,4
8862,19,N12-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.1,4
8863,19,N12-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,206.0,5
8864,19,N12-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,175.0,5
8865,19,N12-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,6.0,1
8866,19,N12-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.06,2
8867,19,N12-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.098,4
8868,19,N12-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,151.0,5
8869,19,N12-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,2.0,1
8870,19,N12-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.03,2
8871,19,N12-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,271.0,5
8872,19,N12-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,3.0,1
8873,19,N12-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
8874,19,N12-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.06,4
8875,19,N12-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,238.0,5
8876,19,N12-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
8877,19,N12-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.03,2
8878,19,N12-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,395.0,5
8879,19,N12-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,7.0,1
8880,19,N12-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.1,2
8881,19,N12-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.136,4
8882,19,N12-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,135.0,5
8883,19,N12-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,6.0,1
8884,19,N12-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.06,2
8885,19,N12-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.102,4
8886,19,N12-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,152.0,5
8887,19,N12-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,3.0,1
8888,19,N12-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,4.0,1
8889,19,N12-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
8890,19,N12-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.05,2
8891,19,N12-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.073,4
8892,19,N12-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.081,4
8893,19,N12-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,246.0,5
8894,19,N12-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,200.0,5
8895,19,N12-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,7.0,1
8896,19,N12-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.06,2
8897,19,N12-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.104,4
8898,19,N12-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,134.0,5
8899,19,N12-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,6.0,1
8900,19,N12-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.06,2
8901,19,N12-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,151.0,5
8902,19,N12-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,4.0,1
8903,19,N12-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.05,2
8904,19,N12-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,200.0,5
8905,19,N12-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,7.0,1
8906,19,N12-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.13,2
8907,19,N12-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.167,4
8908,19,N12-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,136.0,5
8909,19,N12-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,7.0,1
8910,19,N12-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.07,2
8911,19,N12-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.109,4
8912,19,N12-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,134.0,5
8913,19,N12-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,4.0,1
8914,19,N12-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.05,2
8915,19,N12-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.082,4
8916,19,N12-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,206.0,5
8917,19,N12-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,2.0,1
8918,19,N12-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.03,2
8919,19,N12-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,271.0,5
8920,19,N12-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,2.0,1
8921,19,N12-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.04,2
8922,19,N12-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,308.0,5
8923,19,N12-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,5.0,1
8924,19,N12-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,6.0,1
8925,19,N12-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.05,2
8926,19,N12-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,0.08,2
8927,19,N12-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.054,4
8928,19,N12-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,0.095,4
8929,19,N12-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,172.0,5
8930,19,N12-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,152.0,5
8931,19,N12-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,5.0,1
8932,19,N12-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.08,2
8933,19,N12-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.092,4
8934,19,N12-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,177.0,5
8935,19,N12-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,3.0,1
8936,19,N12-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
8937,19,N12-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,231.0,5
8938,19,N12-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,3.0,1
8939,19,N12-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.04,2
8940,19,N12-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.049,4
8941,19,N12-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,242.0,5
8942,19,N12-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,5.0,1
8943,19,N12-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,0.08,2
8944,19,N12-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,152.0,5
8945,19,N12-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,6.0,1
8946,19,N12-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.1,2
8947,19,N12-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.124,4
8948,19,N12-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,154.0,5
8949,19,N12-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,2.0,1
8950,19,N12-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.05,2
8951,19,N12-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.047,4
8952,19,N12-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,310.0,5
8953,19,N12-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,3.0,1
8954,19,N12-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.05,2
8955,19,N12-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.053,4
8956,19,N12-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,244.0,5
8957,19,N12-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,31.0,28,1,0.0,0,0,0,0.003,4
8958,19,N12-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,2.0,1
8959,19,N12-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.04,2
8960,19,N12-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.043,4
8961,19,N12-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,302.0,5
8962,19,N12-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,5.0,1
8963,19,N12-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.06,2
8964,19,N12-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.068,4
8965,19,N12-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,175.0,5
8966,19,N12-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,6.0,1
8967,19,N12-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.09,2
8968,19,N12-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.107,4
8969,19,N12-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,153.0,5
8970,19,N12-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,2.0,1
8971,19,N12-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,6.0,1
8972,19,N12-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.03,2
8973,19,N12-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.08,2
8974,19,N12-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.1,4
8975,19,N12-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,271.0,5
8976,19,N12-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,153.0,5
8977,19,N12-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,5.0,1
8978,19,N12-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.05,2
8979,19,N12-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.061,4
8980,19,N12-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,174.0,5
8981,19,N12-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,5.0,1
8982,19,N12-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.05,2
8983,19,N12-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.057,4
8984,19,N12-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,174.0,5
8985,19,N12-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,2.0,1
8986,19,N12-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.03,2
8987,19,N12-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.039,4
8988,19,N12-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,271.0,5
8989,19,N12-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,5.0,1
8990,19,N12-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.06,2
8991,19,N12-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.072,4
8992,19,N12-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,175.0,5
8993,19,N12-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,6.0,1
8994,19,N12-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.16,2
8995,19,N12-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.185,4
8996,19,N12-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,155.0,5
8997,19,N12-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,1.0,1
8998,19,N12-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.04,2
8999,19,N12-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.037,4
9000,19,N12-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,415.0,5
9001,19,N12-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,4.0,1
9002,19,N12-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.05,2
9003,19,N12-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.054,4
9004,19,N12-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,199.0,5
9005,19,N12-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,1.0,1
9006,19,N12-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.03,2
9007,19,N12-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.031,4
9008,19,N12-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,311.0,5
9009,19,N12-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,3.0,1
9010,19,N12-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.04,2
9011,19,N12-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.046,4
9012,19,N12-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,231.0,5
9013,19,N12-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,43.0,28,1,0.0,0,0,0,0.005,4
9014,19,N12-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,5.0,1
9015,19,N12-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.05,2
9016,19,N12-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,172.0,5
9017,19,N12-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,6.0,1
9018,19,N12-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,6.0,1
9019,19,N12-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.14,2
9020,19,N12-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.15,2
9021,19,N12-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.162,4
9022,19,N12-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.179,4
9023,19,N12-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,155.0,5
9024,19,N12-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,155.0,5
9025,19,N12-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,6.0,1
9026,19,N12-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.17,2
9027,19,N12-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.197,4
9028,19,N12-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,155.0,5
9029,19,N12-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,1.0,1
9030,19,N12-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,4.0,1
9031,19,N12-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.03,2
9032,19,N12-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
9033,19,N12-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.033,4
9034,19,N12-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,311.0,5
9035,19,N12-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,199.0,5
9036,19,N12-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,6.0,1
9037,19,N12-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.17,2
9038,19,N12-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.195,4
9039,19,N12-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,154.0,5
9040,19,N12-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,5.0,1
9041,19,N12-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.03,2
9042,19,N12-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.045,4
9043,19,N12-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,165.0,5
9044,19,N12-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,6.0,1
9045,19,N12-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.06,2
9046,19,N12-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.087,4
9047,19,N12-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,151.0,5
9048,19,N12-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,6.0,1
9049,19,N12-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.15,2
9050,19,N12-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.192,4
9051,19,N12-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,154.0,5
9052,19,N12-20-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,4.0,1
9053,19,N12-20-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.02,2
9054,19,N12-20-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.028,4
9055,19,N12-20-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,176.0,5
9056,19,N12-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,6.0,1
9057,19,N12-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.05,2
9058,19,N12-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,149.0,5
9059,19,N12-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,6.0,1
9060,19,N12-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.14,2
9061,19,N12-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.183,4
9062,19,N12-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,154.0,5
9063,19,N12-20-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,4.0,1
9064,19,N12-20-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.02,2
9065,19,N12-20-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,171.0,5
9066,19,N12-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,4.0,1
9067,19,N12-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.03,2
9068,19,N12-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.032,4
9069,19,N12-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,182.0,5
9070,19,N12-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,4.0,1
9071,19,N12-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.03,2
9072,19,N12-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.035,4
9073,19,N12-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,184.0,5
9074,19,N12-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,6.0,1
9075,19,N12-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.06,2
9076,19,N12-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.082,4
9077,19,N12-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,150.0,5
9078,19,N12-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,6.0,1
9079,19,N12-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,0.09,2
9080,19,N12-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,0.122,4
9081,19,N12-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,152.0,5
9082,19,N12-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,5.0,1
9083,19,N12-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,6.0,1
9084,19,N12-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.06,2
9085,19,N12-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.05,2
9086,19,N12-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.082,4
9087,19,N12-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.078,4
9088,19,N12-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,172.0,5
9089,19,N12-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,151.0,5
9090,19,N12-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,5.0,1
9091,19,N12-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.04,2
9092,19,N12-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.051,4
9093,19,N12-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,166.0,5
9094,19,N12-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,6.0,1
9095,19,N12-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.09,2
9096,19,N12-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.103,4
9097,19,N12-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,152.0,5
9098,19,N12-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,5.0,1
9099,19,N12-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.03,2
9100,19,N12-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.041,4
9101,19,N12-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,165.0,5
9102,19,N12-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,5.0,1
9103,19,N12-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.05,2
9104,19,N12-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.064,4
9105,19,N12-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,170.0,5
9106,19,N12-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,5.0,1
9107,19,N12-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.05,2
9108,19,N12-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,172.0,5
9109,19,N12-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,6.0,1
9110,19,N12-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.11,2
9111,19,N12-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.144,4
9112,19,N12-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,153.0,5
9113,19,N12-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,5.0,1
9114,19,N12-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.03,2
9115,19,N12-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.9,44.8,51]","[1,160x320,0]","[7,28,90]",[2.6],"[1,160x320,1]",[28],[32500],"[1,160x320,2]",[28],"[0,0,0,0,0.53,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,161.0,5
9116,19,N20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,1.0,1
9117,19,N20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.12,2
9118,19,N20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.13,4
9119,19,N20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,687.0,5
9120,19,N20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,266.0,28,1,0.0,0,0,0,4.0,1
9121,19,N20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,266.0,28,1,0.0,0,0,0,0.16,2
9122,19,N20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,266.0,28,1,0.0,0,0,0,0.225,4
9123,19,N20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,266.0,28,1,0.0,0,0,0,233.0,5
9124,19,N20-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,1.0,1
9125,19,N20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,1.0,1
9126,19,N20-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.07,2
9127,19,N20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.07,2
9128,19,N20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.086,4
9129,19,N20-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,543.0,5
9130,19,N20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,543.0,5
9131,19,N20-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,5.0,1
9132,19,N20-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,0.26,2
9133,19,N20-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,0.357,4
9134,19,N20-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,192.0,5
9135,19,N20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,4.0,1
9136,19,N20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.24,2
9137,19,N20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.325,4
9138,19,N20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,236.0,5
9139,19,N20-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,5.0,1
9140,19,N20-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,0.23,2
9141,19,N20-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,191.0,5
9142,19,N20-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,5.0,1
9143,19,N20-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.23,2
9144,19,N20-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.333,4
9145,19,N20-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,191.0,5
9146,19,N20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,4.0,1
9147,19,N20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,0.18,2
9148,19,N20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,0.243,4
9149,19,N20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,234.0,5
9150,19,N20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,283.0,28,1,0.0,0,0,0,3.0,1
9151,19,N20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,283.0,28,1,0.0,0,0,0,0.17,2
9152,19,N20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,283.0,28,1,0.0,0,0,0,0.218,4
9153,19,N20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,283.0,28,1,0.0,0,0,0,303.0,5
9154,19,N20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,2.0,1
9155,19,N20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.11,2
9156,19,N20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,398.0,5
9157,19,N20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,2.0,1
9158,19,N20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.14,2
9159,19,N20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.161,4
9160,19,N20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,419.0,5
9161,19,N20-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.008,4
9162,19,N20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,2.0,1
9163,19,N20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.11,2
9164,19,N20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.144,4
9165,19,N20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,398.0,5
9166,19,N20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,237.0,28,1,0.0,0,0,0,3.0,1
9167,19,N20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,237.0,28,1,0.0,0,0,0,0.15,2
9168,19,N20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,237.0,28,1,0.0,0,0,0,0.197,4
9169,19,N20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,237.0,28,1,0.0,0,0,0,298.0,5
9170,19,N20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,4.0,1
9171,19,N20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.2,2
9172,19,N20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.269,4
9173,19,N20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,235.0,5
9174,19,N20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,2.0,1
9175,19,N20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.13,2
9176,19,N20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.149,4
9177,19,N20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,417.0,5
9178,19,N20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,3.0,1
9179,19,N20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,0.15,2
9180,19,N20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,298.0,5
9181,19,N20-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.004,4
9182,19,N20-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,-1.0,28,1,0.0,0,0,0,0.001,4
9183,19,N20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,1.0,1
9184,19,N20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.09,2
9185,19,N20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.1,4
9186,19,N20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,661.0,5
9187,19,N20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,3.0,1
9188,19,N20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.16,2
9189,19,N20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.209,4
9190,19,N20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,303.0,5
9191,19,N20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,2.0,1
9192,19,N20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,0.17,2
9193,19,N20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,0.201,4
9194,19,N20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,427.0,5
9195,19,N20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,4.0,1
9196,19,N20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,0.17,2
9197,19,N20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,0.231,4
9198,19,N20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,234.0,5
9199,19,N20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,4.0,1
9200,19,N20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,0.16,2
9201,19,N20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,233.0,5
9202,19,N20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,1.0,1
9203,19,N20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.08,2
9204,19,N20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.094,4
9205,19,N20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,546.0,5
9206,19,N20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,3.0,1
9207,19,N20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,0.15,2
9208,19,N20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,0.157,4
9209,19,N20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,301.0,5
9210,19,N20-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.002,4
9211,19,N20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,3.0,1
9212,19,N20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,0.13,2
9213,19,N20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,294.0,5
9214,19,N20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,3.0,1
9215,19,N20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,0.19,2
9216,19,N20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,0.209,4
9217,19,N20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,303.0,5
9218,19,N20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,1.0,1
9219,19,N20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,328.0,28,1,0.0,0,0,0,4.0,1
9220,19,N20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.11,2
9221,19,N20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,328.0,28,1,0.0,0,0,0,0.21,2
9222,19,N20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.118,4
9223,19,N20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,328.0,28,1,0.0,0,0,0,0.232,4
9224,19,N20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,658.0,5
9225,19,N20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,328.0,28,1,0.0,0,0,0,235.0,5
9226,19,N20-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.001,4
9227,19,N20-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,1.0,1
9228,19,N20-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,0.08,2
9229,19,N20-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,546.0,5
9230,19,N20-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,419.0,28,1,0.0,0,0,0,4.0,1
9231,19,N20-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,419.0,28,1,0.0,0,0,0,0.3,2
9232,19,N20-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,419.0,28,1,0.0,0,0,0,0.313,4
9233,19,N20-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,419.0,28,1,0.0,0,0,0,237.0,5
9234,19,N20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,2.0,1
9235,19,N20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.12,2
9236,19,N20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.135,4
9237,19,N20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,415.0,5
9238,19,N20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,3.0,1
9239,19,N20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,0.13,2
9240,19,N20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,0.15,4
9241,19,N20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,294.0,5
9242,19,N20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,3.0,1
9243,19,N20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.17,2
9244,19,N20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.177,4
9245,19,N20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,301.0,5
9246,19,N20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,2.0,1
9247,19,N20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,0.11,2
9248,19,N20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,0.129,4
9249,19,N20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,396.0,5
9250,19,N20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,328.0,28,1,0.0,0,0,0,4.0,1
9251,19,N20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,328.0,28,1,0.0,0,0,0,0.18,2
9252,19,N20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,328.0,28,1,0.0,0,0,0,233.0,5
9253,19,N20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,4.0,1
9254,19,N20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,0.18,2
9255,19,N20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,0.205,4
9256,19,N20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,233.0,5
9257,19,N20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,4.0,1
9258,19,N20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.19,2
9259,19,N20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.212,4
9260,19,N20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,236.0,5
9261,19,N20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,4.0,1
9262,19,N20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.25,2
9263,19,N20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.285,4
9264,19,N20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,236.0,5
9265,19,N20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,2.0,1
9266,19,N20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,0.11,2
9267,19,N20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,396.0,5
9268,19,N20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,2.0,1
9269,19,N20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,0.14,2
9270,19,N20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,0.144,4
9271,19,N20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,417.0,5
9272,19,N20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,4.0,1
9273,19,N20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,0.24,2
9274,19,N20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,0.264,4
9275,19,N20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,236.0,5
9276,19,N20-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,2.0,1
9277,19,N20-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.18,2
9278,19,N20-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.214,4
9279,19,N20-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,431.0,5
9280,19,N20-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,1.0,1
9281,19,N20-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,0.14,2
9282,19,N20-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,685.0,5
9283,19,N20-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,4.0,1
9284,19,N20-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,0.24,2
9285,19,N20-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,0.305,4
9286,19,N20-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,237.0,5
9287,19,N20-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,4.0,1
9288,19,N20-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,0.22,2
9289,19,N20-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,236.0,5
9290,19,N20-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,1.0,1
9291,19,N20-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,0.11,2
9292,19,N20-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,0.121,4
9293,19,N20-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,654.0,5
9294,19,N20-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,3.0,1
9295,19,N20-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.26,2
9296,19,N20-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.282,4
9297,19,N20-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,309.0,5
9298,19,N20-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,2.0,1
9299,19,N20-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.21,2
9300,19,N20-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.248,4
9301,19,N20-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,435.0,5
9302,19,N20-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,2.0,1
9303,19,N20-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,0.14,2
9304,19,N20-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,0.154,4
9305,19,N20-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,420.0,5
9306,19,N20-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,3.0,1
9307,19,N20-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,3.0,1
9308,19,N20-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.18,2
9309,19,N20-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.23,2
9310,19,N20-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.262,4
9311,19,N20-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,302.0,5
9312,19,N20-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,308.0,5
9313,19,N20-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,1.0,1
9314,19,N20-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,0.09,2
9315,19,N20-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,0.097,4
9316,19,N20-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,619.0,5
9317,19,N20-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,2.0,1
9318,19,N20-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.11,2
9319,19,N20-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.144,4
9320,19,N20-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,399.0,5
9321,19,N20-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.005,4
9322,19,N20-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,3.0,1
9323,19,N20-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.18,2
9324,19,N20-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.242,4
9325,19,N20-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,302.0,5
9326,19,N20-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,4.0,1
9327,19,N20-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,0.32,2
9328,19,N20-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,0.37,4
9329,19,N20-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,238.0,5
9330,19,N20-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,4.0,1
9331,19,N20-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.29,2
9332,19,N20-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.383,4
9333,19,N20-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,238.0,5
9334,19,N20-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.003,4
9335,19,N20-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,4.0,1
9336,19,N20-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,0.22,2
9337,19,N20-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,0.292,4
9338,19,N20-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,236.0,5
9339,19,N20-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,1.0,1
9340,19,N20-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.06,2
9341,19,N20-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.074,4
9342,19,N20-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,510.0,5
9343,19,N20-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,2.0,1
9344,19,N20-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,0.11,2
9345,19,N20-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,0.151,4
9346,19,N20-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,399.0,5
9347,19,N20-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,1.0,1
9348,19,N20-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,0.06,2
9349,19,N20-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,510.0,5
9350,19,N20-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,3.0,1
9351,19,N20-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,0.2,2
9352,19,N20-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,0.249,4
9353,19,N20-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,308.0,5
9354,19,N20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,6.0,1
9355,19,N20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,0.22,2
9356,19,N20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,0.213,4
9357,19,N20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,159.0,5
9358,19,N20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,3.0,1
9359,19,N20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.08,2
9360,19,N20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.1,4
9361,19,N20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,270.0,5
9362,19,N20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,2.0,1
9363,19,N20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.07,2
9364,19,N20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.086,4
9365,19,N20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,352.0,5
9366,19,N20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,2.0,1
9367,19,N20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.08,2
9368,19,N20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.092,4
9369,19,N20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,372.0,5
9370,19,N20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,5.0,1
9371,19,N20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.08,2
9372,19,N20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.113,4
9373,19,N20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,181.0,5
9374,19,N20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,6.0,1
9375,19,N20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.17,2
9376,19,N20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.18,4
9377,19,N20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,159.0,5
9378,19,N20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,5.0,1
9379,19,N20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.1,2
9380,19,N20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.125,4
9381,19,N20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,184.0,5
9382,19,N20-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.004,4
9383,19,N20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,6.0,1
9384,19,N20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.1,2
9385,19,N20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.148,4
9386,19,N20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,157.0,5
9387,19,N20-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.002,4
9388,19,N20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,1.0,1
9389,19,N20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.08,2
9390,19,N20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.076,4
9391,19,N20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,568.0,5
9392,19,N20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,4.0,1
9393,19,N20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.08,2
9394,19,N20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.116,4
9395,19,N20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,216.0,5
9396,19,N20-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,1.0,1
9397,19,N20-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.06,2
9398,19,N20-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,519.0,5
9399,19,N20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,6.0,1
9400,19,N20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.1,2
9401,19,N20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.136,4
9402,19,N20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,157.0,5
9403,19,N20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,3.0,1
9404,19,N20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.09,2
9405,19,N20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,276.0,5
9406,19,N20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,5.0,1
9407,19,N20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.08,2
9408,19,N20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.117,4
9409,19,N20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,181.0,5
9410,19,N20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,2.0,1
9411,19,N20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.1,2
9412,19,N20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,377.0,5
9413,19,N20-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,1.0,1
9414,19,N20-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,2.0,1
9415,19,N20-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.06,2
9416,19,N20-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.07,2
9417,19,N20-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,519.0,5
9418,19,N20-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,352.0,5
9419,19,N20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,3.0,1
9420,19,N20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.08,2
9421,19,N20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.108,4
9422,19,N20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,277.0,5
9423,19,N20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,1.0,1
9424,19,N20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,0.07,2
9425,19,N20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,0.07,4
9426,19,N20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,561.0,5
9427,19,N20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,5.0,1
9428,19,N20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.11,2
9429,19,N20-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.007,4
9430,19,N20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,184.0,5
9431,19,N20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,5.0,1
9432,19,N20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.08,2
9433,19,N20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.114,4
9434,19,N20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,183.0,5
9435,19,N20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,3.0,1
9436,19,N20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.08,2
9437,19,N20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.113,4
9438,19,N20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,270.0,5
9439,19,N20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,6.0,1
9440,19,N20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.11,2
9441,19,N20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.14,4
9442,19,N20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,158.0,5
9443,19,N20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,5.0,1
9444,19,N20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.09,2
9445,19,N20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.12,4
9446,19,N20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,183.0,5
9447,19,N20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,4.0,1
9448,19,N20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.08,2
9449,19,N20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.11,4
9450,19,N20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,216.0,5
9451,19,N20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,2.0,1
9452,19,N20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.08,2
9453,19,N20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.095,4
9454,19,N20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,371.0,5
9455,19,N20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,4.0,1
9456,19,N20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.08,2
9457,19,N20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,219.0,5
9458,19,N20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,6.0,1
9459,19,N20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.14,2
9460,19,N20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.15,4
9461,19,N20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,158.0,5
9462,19,N20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,4.0,1
9463,19,N20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,6.0,1
9464,19,N20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.07,2
9465,19,N20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.11,2
9466,19,N20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.08,4
9467,19,N20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.183,4
9468,19,N20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,213.0,5
9469,19,N20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,157.0,5
9470,19,N20-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,8.0,1
9471,19,N20-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,0.11,2
9472,19,N20-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,122.0,5
9473,19,N20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,3.0,1
9474,19,N20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.05,2
9475,19,N20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.06,4
9476,19,N20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,251.0,5
9477,19,N20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,3.0,1
9478,19,N20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,6.0,1
9479,19,N20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.07,2
9480,19,N20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.07,2
9481,19,N20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.074,4
9482,19,N20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.138,4
9483,19,N20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,266.0,5
9484,19,N20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,154.0,5
9485,19,N20-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,1.0,1
9486,19,N20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,7.0,1
9487,19,N20-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.04,2
9488,19,N20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,0.11,2
9489,19,N20-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,384.0,5
9490,19,N20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,137.0,5
9491,19,N20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,1.0,1
9492,19,N20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.06,2
9493,19,N20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,489.0,5
9494,19,N20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,3.0,1
9495,19,N20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,4.0,1
9496,19,N20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.05,2
9497,19,N20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.08,2
9498,19,N20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,251.0,5
9499,19,N20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,215.0,5
9500,19,N20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,3.0,1
9501,19,N20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.06,2
9502,19,N20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.068,4
9503,19,N20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,261.0,5
9504,19,N20-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,7.0,1
9505,19,N20-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.11,2
9506,19,N20-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.187,4
9507,19,N20-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,137.0,5
9508,19,N20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,5.0,1
9509,19,N20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.07,2
9510,19,N20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.09,4
9511,19,N20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,178.0,5
9512,19,N20-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.004,4
9513,19,N20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,6.0,1
9514,19,N20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.07,2
9515,19,N20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,154.0,5
9516,19,N20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,2.0,1
9517,19,N20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.04,2
9518,19,N20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.051,4
9519,19,N20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,297.0,5
9520,19,N20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,2.0,1
9521,19,N20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.05,2
9522,19,N20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.051,4
9523,19,N20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,320.0,5
9524,19,N20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,5.0,1
9525,19,N20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.07,2
9526,19,N20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.131,4
9527,19,N20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,179.0,5
9528,19,N20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,1.0,1
9529,19,N20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.04,2
9530,19,N20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.043,4
9531,19,N20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,384.0,5
9532,19,N20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,1.0,1
9533,19,N20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,0.05,2
9534,19,N20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,0.046,4
9535,19,N20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,479.0,5
9536,19,N20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,6.0,1
9537,19,N20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.1,2
9538,19,N20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.181,4
9539,19,N20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,156.0,5
9540,19,N20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,2.0,1
9541,19,N20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.04,2
9542,19,N20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.05,4
9543,19,N20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,297.0,5
9544,19,N20-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,8.0,1
9545,19,N20-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.11,2
9546,19,N20-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.203,4
9547,19,N20-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,122.0,5
9548,19,N20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,6.0,1
9549,19,N20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.07,2
9550,19,N20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.141,4
9551,19,N20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,179.0,5
9552,19,N20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,6.0,1
9553,19,N20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.09,2
9554,19,N20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.165,4
9555,19,N20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,155.0,5
9556,19,N20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,6.0,1
9557,19,N20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.08,2
9558,19,N20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.149,4
9559,19,N20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,154.0,5
9560,19,N20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,4.0,1
9561,19,N20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.07,2
9562,19,N20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.082,4
9563,19,N20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,215.0,5
9564,19,N20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,4.0,1
9565,19,N20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.07,2
9566,19,N20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.079,4
9567,19,N20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,213.0,5
9568,19,N20-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,8.0,1
9569,19,N20-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,0.12,2
9570,19,N20-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,0.206,4
9571,19,N20-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,122.0,5
9572,19,N20-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,8.0,1
9573,19,N20-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.17,2
9574,19,N20-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.276,4
9575,19,N20-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,122.0,5
9576,19,N20-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,8.0,1
9577,19,N20-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.14,2
9578,19,N20-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.005,4
9579,19,N20-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.232,4
9580,19,N20-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,122.0,5
9581,19,N20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,5.0,1
9582,19,N20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.07,2
9583,19,N20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.117,4
9584,19,N20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,178.0,5
9585,19,N20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,3.0,1
9586,19,N20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.08,2
9587,19,N20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,269.0,5
9588,19,N20-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.005,4
9589,19,N20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,3.0,1
9590,19,N20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.07,2
9591,19,N20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.094,4
9592,19,N20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,266.0,5
9593,19,N20-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,1.0,1
9594,19,N20-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,1.0,1
9595,19,N20-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.05,2
9596,19,N20-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.07,2
9597,19,N20-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,425.0,5
9598,19,N20-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,529.0,5
9599,19,N20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,3.0,1
9600,19,N20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.11,2
9601,19,N20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.117,4
9602,19,N20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,280.0,5
9603,19,N20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,5.0,1
9604,19,N20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.1,2
9605,19,N20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.132,4
9606,19,N20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,183.0,5
9607,19,N20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,3.0,1
9608,19,N20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.09,2
9609,19,N20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.099,4
9610,19,N20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,277.0,5
9611,19,N20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,5.0,1
9612,19,N20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.12,2
9613,19,N20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.154,4
9614,19,N20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,185.0,5
9615,19,N20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,2.0,1
9616,19,N20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.06,2
9617,19,N20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,367.0,5
9618,19,N20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,5.0,1
9619,19,N20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.1,2
9620,19,N20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,183.0,5
9621,19,N20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,6.0,1
9622,19,N20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.12,2
9623,19,N20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,157.0,5
9624,19,N20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,2.0,1
9625,19,N20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.05,2
9626,19,N20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.073,4
9627,19,N20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,332.0,5
9628,19,N20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,6.0,1
9629,19,N20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.13,2
9630,19,N20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.179,4
9631,19,N20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,158.0,5
9632,19,N20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,4.0,1
9633,19,N20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.09,2
9634,19,N20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.117,4
9635,19,N20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,220.0,5
9636,19,N20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,6.0,1
9637,19,N20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.16,2
9638,19,N20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.224,4
9639,19,N20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,158.0,5
9640,19,N20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,5.0,1
9641,19,N20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.11,2
9642,19,N20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.134,4
9643,19,N20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,185.0,5
9644,19,N20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,6.0,1
9645,19,N20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,0.12,2
9646,19,N20-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.005,4
9647,19,N20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,0.166,4
9648,19,N20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,157.0,5
9649,19,N20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,5.0,1
9650,19,N20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.11,2
9651,19,N20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.14,4
9652,19,N20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,184.0,5
9653,19,N20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,312.0,28,1,0.0,0,0,0,6.0,1
9654,19,N20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,312.0,28,1,0.0,0,0,0,0.2,2
9655,19,N20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,312.0,28,1,0.0,0,0,0,0.335,4
9656,19,N20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,312.0,28,1,0.0,0,0,0,159.0,5
9657,19,N20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,3.0,1
9658,19,N20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.06,2
9659,19,N20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.093,4
9660,19,N20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,277.0,5
9661,19,N20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,3.0,1
9662,19,N20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,0.07,2
9663,19,N20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,0.089,4
9664,19,N20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,266.0,5
9665,19,N20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,4.0,1
9666,19,N20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.09,2
9667,19,N20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,220.0,5
9668,19,N20-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,1.0,28,1,0.0,0,0,0,0.001,4
9669,19,N20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,4.0,1
9670,19,N20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.11,2
9671,19,N20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.124,4
9672,19,N20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,222.0,5
9673,19,N20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,1.0,1
9674,19,N20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.05,2
9675,19,N20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.056,4
9676,19,N20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,425.0,5
9677,19,N20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,2.0,1
9678,19,N20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.05,2
9679,19,N20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.074,4
9680,19,N20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,332.0,5
9681,19,N20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,1.0,1
9682,19,N20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,0.06,2
9683,19,N20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,0.069,4
9684,19,N20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,525.0,5
9685,19,N20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,2.0,1
9686,19,N20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.07,2
9687,19,N20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.08,4
9688,19,N20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,358.0,5
9689,19,N20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,6.0,1
9690,19,N20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,6.0,1
9691,19,N20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.06,2
9692,19,N20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.07,2
9693,19,N20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.067,4
9694,19,N20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.078,4
9695,19,N20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,153.0,5
9696,19,N20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,153.0,5
9697,19,N20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,6.0,1
9698,19,N20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.09,2
9699,19,N20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.117,4
9700,19,N20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,153.0,5
9701,19,N20-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,44.0,28,1,0.0,0,0,0,3.0,1
9702,19,N20-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,44.0,28,1,0.0,0,0,0,0.02,2
9703,19,N20-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,44.0,28,1,0.0,0,0,0,0.029,4
9704,19,N20-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,44.0,28,1,0.0,0,0,0,211.0,5
9705,19,N20-20-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,3.0,1
9706,19,N20-20-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,0.02,2
9707,19,N20-20-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,197.0,5
9708,19,N20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,6.0,1
9709,19,N20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.06,2
9710,19,N20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.064,4
9711,19,N20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,154.0,5
9712,19,N20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,3.0,1
9713,19,N20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.04,2
9714,19,N20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,250.0,5
9715,19,N20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,4.0,1
9716,19,N20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.05,2
9717,19,N20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.057,4
9718,19,N20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,209.0,5
9719,19,N20-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,3.0,1
9720,19,N20-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.02,2
9721,19,N20-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.035,4
9722,19,N20-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,214.0,5
9723,19,N20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,6.0,1
9724,19,N20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.08,2
9725,19,N20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.09,4
9726,19,N20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,153.0,5
9727,19,N20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,4.0,1
9728,19,N20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.05,2
9729,19,N20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.058,4
9730,19,N20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,212.0,5
9731,19,N20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,6.0,1
9732,19,N20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.08,2
9733,19,N20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.098,4
9734,19,N20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,153.0,5
9735,19,N20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,7.0,1
9736,19,N20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.15,2
9737,19,N20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.194,4
9738,19,N20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,135.0,5
9739,19,N20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,6.0,1
9740,19,N20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.06,2
9741,19,N20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.072,4
9742,19,N20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,153.0,5
9743,19,N20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,7.0,1
9744,19,N20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.1,2
9745,19,N20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.15,4
9746,19,N20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,134.0,5
9747,19,N20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,6.0,1
9748,19,N20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.06,2
9749,19,N20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,153.0,5
9750,19,N20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,4.0,1
9751,19,N20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.06,2
9752,19,N20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.063,4
9753,19,N20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,212.0,5
9754,19,N20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,3.0,1
9755,19,N20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.03,2
9756,19,N20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.045,4
9757,19,N20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,238.0,5
9758,19,N20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,6.0,1
9759,19,N20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.07,2
9760,19,N20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.084,4
9761,19,N20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,153.0,5
9762,19,N20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,4.0,1
9763,19,N20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.05,2
9764,19,N20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.058,4
9765,19,N20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,212.0,5
9766,19,N20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,1.0,1
9767,19,N20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,0.02,2
9768,19,N20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,342.0,5
9769,19,N20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,5.0,1
9770,19,N20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.04,2
9771,19,N20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.058,4
9772,19,N20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,168.0,5
9773,19,N20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,2.0,1
9774,19,N20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.03,2
9775,19,N20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,295.0,5
9776,19,N20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,5.0,1
9777,19,N20-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,6.0,1
9778,19,N20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.04,2
9779,19,N20-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.07,2
9780,19,N20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.055,4
9781,19,N20-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.102,4
9782,19,N20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,166.0,5
9783,19,N20-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,150.0,5
9784,19,N20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,5.0,1
9785,19,N20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.04,2
9786,19,N20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.055,4
9787,19,N20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,166.0,5
9788,19,N20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,3.0,1
9789,19,N20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.03,2
9790,19,N20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.017,4
9791,19,N20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,231.0,5
9792,19,N20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,3.0,1
9793,19,N20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.03,2
9794,19,N20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,231.0,5
9795,19,N20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,4.0,1
9796,19,N20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.03,2
9797,19,N20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.036,4
9798,19,N20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,191.0,5
9799,19,N20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,1.0,1
9800,19,N20-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,6.0,1
9801,19,N20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,0.04,2
9802,19,N20-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.07,2
9803,19,N20-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.111,4
9804,19,N20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,440.0,5
9805,19,N20-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,151.0,5
9806,19,N20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,6.0,1
9807,19,N20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
9808,19,N20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.073,4
9809,19,N20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,149.0,5
9810,19,N20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,2.0,1
9811,19,N20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.03,2
9812,19,N20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,295.0,5
9813,19,N20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,4.0,1
9814,19,N20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.03,2
9815,19,N20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.036,4
9816,19,N20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,191.0,5
9817,19,N20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,5.0,1
9818,19,N20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.04,2
9819,19,N20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.062,4
9820,19,N20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,168.0,5
9821,19,N20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,6.0,1
9822,19,N20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.06,2
9823,19,N20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.085,4
9824,19,N20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,149.0,5
9825,19,N20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,6.0,1
9826,19,N20-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,6.0,1
9827,19,N20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.04,2
9828,19,N20-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.09,2
9829,19,N20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.067,4
9830,19,N20-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.131,4
9831,19,N20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,147.0,5
9832,19,N20-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,152.0,5
9833,19,N20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,47.0,28,1,0.0,0,0,0,1.0,1
9834,19,N20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,47.0,28,1,0.0,0,0,0,0.03,2
9835,19,N20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,47.0,28,1,0.0,0,0,0,422.0,5
9836,19,N20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,4.0,1
9837,19,N20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.03,2
9838,19,N20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.041,4
9839,19,N20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,190.0,5
9840,19,N20-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,6.0,1
9841,19,N20-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.15,2
9842,19,N20-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.195,4
9843,19,N20-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,153.0,5
9844,19,N20-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,6.0,1
9845,19,N20-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.1,2
9846,19,N20-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.155,4
9847,19,N20-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,152.0,5
9848,19,N20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,4.0,1
9849,19,N20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.03,2
9850,19,N20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.048,4
9851,19,N20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,193.0,5
9852,19,N20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,4.0,1
9853,19,N20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.04,2
9854,19,N20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,195.0,5
9855,19,N20-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,1.0,1
9856,19,N20-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.03,2
9857,19,N20-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,416.0,5
9858,19,N20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,6.0,1
9859,19,N20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.04,2
9860,19,N20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,147.0,5
9861,19,N20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,6.0,1
9862,19,N20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.06,2
9863,19,N20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.093,4
9864,19,N20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,150.0,5
9865,19,N20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,6.0,1
9866,19,N20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.05,2
9867,19,N20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.078,4
9868,19,N20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,149.0,5
9869,19,N20-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,1.0,1
9870,19,N20-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,0.02,2
9871,19,N20-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,342.0,5
9872,19,N20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,2.0,1
9873,19,N20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.02,2
9874,19,N20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.044,4
9875,19,N20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,291.0,5
9876,19,N20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,3.0,1
9877,19,N20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.03,2
9878,19,N20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.045,4
9879,19,N20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,230.0,5
9880,19,N20-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,7.0,1
9881,19,N20-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.15,2
9882,19,N20-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.184,4
9883,19,N20-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,135.0,5
9884,19,N20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,5.0,1
9885,19,N20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,6.0,1
9886,19,N20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.03,2
9887,19,N20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.04,2
9888,19,N20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.053,4
9889,19,N20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,166.0,5
9890,19,N20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,146.0,5
9891,19,N20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,5.0,1
9892,19,N20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.03,2
9893,19,N20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.048,4
9894,19,N20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,167.0,5
9895,19,N20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,6.0,1
9896,19,N20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
9897,19,N20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,146.0,5
9898,19,N20-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,1.0,1
9899,19,N20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,1.0,1
9900,19,N20-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,0.02,2
9901,19,N20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,0.03,2
9902,19,N20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,0.033,4
9903,19,N20-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,300.0,5
9904,19,N20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,405.0,5
9905,19,N20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,6.0,1
9906,19,N20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.05,2
9907,19,N20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,148.0,5
9908,19,N20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,6.0,1
9909,19,N20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,7.0,1
9910,19,N20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.04,2
9911,19,N20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.06,2
9912,19,N20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.057,4
9913,19,N20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.068,4
9914,19,N20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,147.0,5
9915,19,N20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,133.0,5
9916,19,N20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,7.0,1
9917,19,N20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.05,2
9918,19,N20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.061,4
9919,19,N20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,132.0,5
9920,19,N20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,4.0,1
9921,19,N20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.03,2
9922,19,N20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,192.0,5
9923,19,N20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,1.0,1
9924,19,N20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,0.02,2
9925,19,N20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,0.025,4
9926,19,N20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,300.0,5
9927,19,N20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,1.0,1
9928,19,N20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.03,2
9929,19,N20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.036,4
9930,19,N20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,416.0,5
9931,19,N20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,7.0,1
9932,19,N20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.07,2
9933,19,N20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.082,4
9934,19,N20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,134.0,5
9935,19,N20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,7.0,1
9936,19,N20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.1,2
9937,19,N20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.107,4
9938,19,N20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,134.0,5
9939,19,N20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,1.0,1
9940,19,N20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.04,2
9941,19,N20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.039,4
9942,19,N20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,442.0,5
9943,19,N20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,5.0,1
9944,19,N20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.03,2
9945,19,N20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.048,4
9946,19,N20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,166.0,5
9947,19,N20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,7.0,1
9948,19,N20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.08,2
9949,19,N20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.09,4
9950,19,N20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,134.0,5
9951,19,N20-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,0.007,4
9952,19,N20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,2.0,1
9953,19,N20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,3.0,1
9954,19,N20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.03,2
9955,19,N20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.03,2
9956,19,N20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,291.0,5
9957,19,N20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,230.0,5
9958,19,N20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,5.0,1
9959,19,N20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.04,2
9960,19,N20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.05,4
9961,19,N20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,167.0,5
9962,19,N20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,7.0,1
9963,19,N20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.05,2
9964,19,N20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.065,4
9965,19,N20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,133.0,5
9966,19,N20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,3.0,1
9967,19,N20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.04,2
9968,19,N20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.046,4
9969,19,N20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,238.0,5
9970,19,N20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,7.0,1
9971,19,N20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.05,2
9972,19,N20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.062,4
9973,19,N20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,133.0,5
9974,19,N20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,4.0,1
9975,19,N20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.03,2
9976,19,N20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.047,4
9977,19,N20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,192.0,5
9978,19,N20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,7.0,1
9979,19,N20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.05,2
9980,19,N20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.059,4
9981,19,N20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[26,32.4,35.4]","[1,160x320,0]","[7,28,90]",[2.47],"[1,160x320,1]",[28],[28800],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,132.0,5
9982,19,N22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,1.0,1
9983,19,N22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,0.09,2
9984,19,N22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,0.102,4
9985,19,N22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,617.0,5
9986,19,N22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,4.0,1
9987,19,N22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,0.22,2
9988,19,N22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,0.273,4
9989,19,N22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,233.0,5
9990,19,N22-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,1.0,1
9991,19,N22-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,0.06,2
9992,19,N22-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,500.0,5
9993,19,N22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,2.0,1
9994,19,N22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,0.18,2
9995,19,N22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,0.197,4
9996,19,N22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,421.0,5
9997,19,N22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,2.0,1
9998,19,N22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,0.15,2
9999,19,N22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,401.0,5
10000,19,N22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,3.0,1
10001,19,N22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,0.2,2
10002,19,N22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,299.0,5
10003,19,N22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,1.0,1
10004,19,N22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,0.18,2
10005,19,N22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,0.192,4
10006,19,N22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,692.0,5
10007,19,N22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,1.0,1
10008,19,N22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,2.0,1
10009,19,N22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,0.06,2
10010,19,N22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.2,2
10011,19,N22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,0.085,4
10012,19,N22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.235,4
10013,19,N22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,500.0,5
10014,19,N22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,426.0,5
10015,19,N22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,4.0,1
10016,19,N22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,0.25,2
10017,19,N22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,0.304,4
10018,19,N22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,236.0,5
10019,19,N22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,313.0,28,1,0.0,0,0,0,3.0,1
10020,19,N22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,313.0,28,1,0.0,0,0,0,0.2,2
10021,19,N22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,313.0,28,1,0.0,0,0,0,0.247,4
10022,19,N22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,313.0,28,1,0.0,0,0,0,299.0,5
10023,19,N22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,5.0,1
10024,19,N22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,0.25,2
10025,19,N22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,0.306,4
10026,19,N22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,191.0,5
10027,19,N22-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.002,4
10028,19,N22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,2.0,1
10029,19,N22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,0.22,2
10030,19,N22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,0.246,4
10031,19,N22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,430.0,5
10032,19,N22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,2.0,1
10033,19,N22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.15,2
10034,19,N22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.187,4
10035,19,N22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,401.0,5
10036,19,N22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,442.0,28,1,0.0,0,0,0,5.0,1
10037,19,N22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,442.0,28,1,0.0,0,0,0,0.28,2
10038,19,N22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,442.0,28,1,0.0,0,0,0,0.336,4
10039,19,N22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,442.0,28,1,0.0,0,0,0,192.0,5
10040,19,N22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,3.0,1
10041,19,N22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,0.24,2
10042,19,N22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,0.276,4
10043,19,N22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,305.0,5
10044,19,N22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,3.0,1
10045,19,N22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.22,2
10046,19,N22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.262,4
10047,19,N22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,304.0,5
10048,19,N22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,2.0,1
10049,19,N22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.19,2
10050,19,N22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.206,4
10051,19,N22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,422.0,5
10052,19,N22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,3.0,1
10053,19,N22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,0.26,2
10054,19,N22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,0.297,4
10055,19,N22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,305.0,5
10056,19,N22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,4.0,1
10057,19,N22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,0.29,2
10058,19,N22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,0.339,4
10059,19,N22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,191.0,5
10060,19,N22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,367.0,28,1,0.0,0,0,0,2.0,1
10061,19,N22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,367.0,28,1,0.0,0,0,0,0.23,2
10062,19,N22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,367.0,28,1,0.0,0,0,0,0.258,4
10063,19,N22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,367.0,28,1,0.0,0,0,0,431.0,5
10064,19,N22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,1.0,1
10065,19,N22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,0.11,2
10066,19,N22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,0.129,4
10067,19,N22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,646.0,5
10068,19,N22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,1.0,1
10069,19,N22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.13,2
10070,19,N22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.147,4
10071,19,N22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,663.0,5
10072,19,N22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,1.0,1
10073,19,N22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.16,2
10074,19,N22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.172,4
10075,19,N22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,679.0,5
10076,19,N22-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.001,4
10077,19,N22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,4.0,1
10078,19,N22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,0.24,2
10079,19,N22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,0.291,4
10080,19,N22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,236.0,5
10081,19,N22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,4.0,1
10082,19,N22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,0.22,2
10083,19,N22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,233.0,5
10084,19,N22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,4.0,1
10085,19,N22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.23,2
10086,19,N22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.364,4
10087,19,N22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,234.0,5
10088,19,N22-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,1.0,1
10089,19,N22-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,0.08,2
10090,19,N22-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,538.0,5
10091,19,N22-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.003,4
10092,19,N22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,1.0,1
10093,19,N22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,0.08,2
10094,19,N22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,0.108,4
10095,19,N22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,538.0,5
10096,19,N22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,313.0,28,1,0.0,0,0,0,1.0,1
10097,19,N22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,313.0,28,1,0.0,0,0,0,0.15,2
10098,19,N22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,313.0,28,1,0.0,0,0,0,0.16,4
10099,19,N22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,313.0,28,1,0.0,0,0,0,673.0,5
10100,19,N22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,5.0,1
10101,19,N22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.23,2
10102,19,N22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,192.0,5
10103,19,N22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,1.0,1
10104,19,N22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,0.27,2
10105,19,N22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,0.284,4
10106,19,N22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,775.0,5
10107,19,N22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,3.0,1
10108,19,N22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.19,2
10109,19,N22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.299,4
10110,19,N22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,298.0,5
10111,19,N22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,5.0,1
10112,19,N22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,0.29,2
10113,19,N22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,0.266,4
10114,19,N22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,441.0,28,1,0.0,0,0,0,193.0,5
10115,19,N22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,403.0,28,1,0.0,0,0,0,5.0,1
10116,19,N22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,403.0,28,1,0.0,0,0,0,0.26,2
10117,19,N22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,403.0,28,1,0.0,0,0,0,0.381,4
10118,19,N22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,403.0,28,1,0.0,0,0,0,193.0,5
10119,19,N22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,4.0,1
10120,19,N22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,0.26,2
10121,19,N22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,0.371,4
10122,19,N22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,237.0,5
10123,19,N22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,4.0,1
10124,19,N22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.27,2
10125,19,N22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.381,4
10126,19,N22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,237.0,5
10127,19,N22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,3.0,1
10128,19,N22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,0.27,2
10129,19,N22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,0.389,4
10130,19,N22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,305.0,5
10131,19,N22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,3.0,1
10132,19,N22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,0.25,2
10133,19,N22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,0.356,4
10134,19,N22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,304.0,5
10135,19,N22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,3.0,1
10136,19,N22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,5.0,1
10137,19,N22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,0.19,2
10138,19,N22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,0.23,2
10139,19,N22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,0.358,4
10140,19,N22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,298.0,5
10141,19,N22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,192.0,5
10142,19,N22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,2.0,1
10143,19,N22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,0.24,2
10144,19,N22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,0.308,4
10145,19,N22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,435.0,5
10146,19,N22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,1.0,1
10147,19,N22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.17,2
10148,19,N22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.184,4
10149,19,N22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,684.0,5
10150,19,N22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,1.0,1
10151,19,N22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,0.12,2
10152,19,N22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,0.128,4
10153,19,N22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,651.0,5
10154,19,N22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,3.0,1
10155,19,N22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,0.23,2
10156,19,N22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,0.332,4
10157,19,N22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,304.0,5
10158,19,N22-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.004,4
10159,19,N22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,2.0,1
10160,19,N22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,0.2,2
10161,19,N22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,419.0,5
10162,19,N22-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
10163,19,N22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,2.0,1
10164,19,N22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.2,2
10165,19,N22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.292,4
10166,19,N22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,419.0,5
10167,19,N22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,1.0,1
10168,19,N22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,4.0,1
10169,19,N22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,0.31,2
10170,19,N22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,0.23,2
10171,19,N22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,0.313,4
10172,19,N22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,781.0,5
10173,19,N22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,234.0,5
10174,19,N22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,3.0,1
10175,19,N22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.21,2
10176,19,N22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.315,4
10177,19,N22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,304.0,5
10178,19,N22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,1.0,1
10179,19,N22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,0.24,2
10180,19,N22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,0.254,4
10181,19,N22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,749.0,5
10182,19,N22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,3.0,1
10183,19,N22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,0.14,2
10184,19,N22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,0.16,4
10185,19,N22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,292.0,5
10186,19,N22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,3.0,1
10187,19,N22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.15,2
10188,19,N22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.166,4
10189,19,N22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,299.0,5
10190,19,N22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,1.0,1
10191,19,N22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,0.14,2
10192,19,N22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,0.139,4
10193,19,N22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,664.0,5
10194,19,N22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,2.0,1
10195,19,N22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,0.15,2
10196,19,N22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,0.163,4
10197,19,N22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,416.0,5
10198,19,N22-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,1.0,1
10199,19,N22-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,0.1,2
10200,19,N22-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,563.0,5
10201,19,N22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,5.0,1
10202,19,N22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,0.24,2
10203,19,N22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,0.312,4
10204,19,N22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,192.0,5
10205,19,N22-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.003,4
10206,19,N22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,4.0,1
10207,19,N22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,0.2,2
10208,19,N22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,0.264,4
10209,19,N22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,232.0,5
10210,19,N22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,2.0,1
10211,19,N22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,0.13,2
10212,19,N22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,394.0,5
10213,19,N22-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.005,4
10214,19,N22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,395.0,28,1,0.0,0,0,0,4.0,1
10215,19,N22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,438.0,28,1,0.0,0,0,0,5.0,1
10216,19,N22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,395.0,28,1,0.0,0,0,0,0.23,2
10217,19,N22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,438.0,28,1,0.0,0,0,0,0.26,2
10218,19,N22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,395.0,28,1,0.0,0,0,0,0.289,4
10219,19,N22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,438.0,28,1,0.0,0,0,0,0.326,4
10220,19,N22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,395.0,28,1,0.0,0,0,0,235.0,5
10221,19,N22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,438.0,28,1,0.0,0,0,0,192.0,5
10222,19,N22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,1.0,1
10223,19,N22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,0.1,2
10224,19,N22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,0.119,4
10225,19,N22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,563.0,5
10226,19,N22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,2.0,1
10227,19,N22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,0.13,2
10228,19,N22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,0.156,4
10229,19,N22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,394.0,5
10230,19,N22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,403.0,28,1,0.0,0,0,0,4.0,1
10231,19,N22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,403.0,28,1,0.0,0,0,0,0.2,2
10232,19,N22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,403.0,28,1,0.0,0,0,0,232.0,5
10233,19,N22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,3.0,1
10234,19,N22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,376.0,28,1,0.0,0,0,0,3.0,1
10235,19,N22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,419.0,28,1,0.0,0,0,0,4.0,1
10236,19,N22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,0.18,2
10237,19,N22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,376.0,28,1,0.0,0,0,0,0.21,2
10238,19,N22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,419.0,28,1,0.0,0,0,0,0.24,2
10239,19,N22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,0.208,4
10240,19,N22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,376.0,28,1,0.0,0,0,0,0.259,4
10241,19,N22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,419.0,28,1,0.0,0,0,0,0.311,4
10242,19,N22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,300.0,5
10243,19,N22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,376.0,28,1,0.0,0,0,0,302.0,5
10244,19,N22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,419.0,28,1,0.0,0,0,0,235.0,5
10245,19,N22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,4.0,1
10246,19,N22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,0.22,2
10247,19,N22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,0.277,4
10248,19,N22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,235.0,5
10249,19,N22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,393.0,28,1,0.0,0,0,0,5.0,1
10250,19,N22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,393.0,28,1,0.0,0,0,0,0.23,2
10251,19,N22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,393.0,28,1,0.0,0,0,0,0.301,4
10252,19,N22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,393.0,28,1,0.0,0,0,0,192.0,5
10253,19,N22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,430.0,28,1,0.0,0,0,0,5.0,1
10254,19,N22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,430.0,28,1,0.0,0,0,0,0.22,2
10255,19,N22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,430.0,28,1,0.0,0,0,0,190.0,5
10256,19,N22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,5.0,1
10257,19,N22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,0.22,2
10258,19,N22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,0.296,4
10259,19,N22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,190.0,5
10260,19,N22-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,3.0,1
10261,19,N22-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.14,2
10262,19,N22-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,292.0,5
10263,19,N22-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,1.0,1
10264,19,N22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,2.0,1
10265,19,N22-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.05,2
10266,19,N22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.11,2
10267,19,N22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.127,4
10268,19,N22-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,410.0,5
10269,19,N22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,374.0,5
10270,19,N22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,4.0,1
10271,19,N22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.13,2
10272,19,N22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,223.0,5
10273,19,N22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,5.0,1
10274,19,N22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.13,2
10275,19,N22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.173,4
10276,19,N22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,185.0,5
10277,19,N22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,4.0,1
10278,19,N22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.1,2
10279,19,N22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.133,4
10280,19,N22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,218.0,5
10281,19,N22-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.005,4
10282,19,N22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,5.0,1
10283,19,N22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.12,2
10284,19,N22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.164,4
10285,19,N22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,184.0,5
10286,19,N22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,2.0,1
10287,19,N22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.08,2
10288,19,N22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.081,4
10289,19,N22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,365.0,5
10290,19,N22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,1.0,1
10291,19,N22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.08,2
10292,19,N22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.077,4
10293,19,N22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,522.0,5
10294,19,N22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,2.0,1
10295,19,N22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.07,2
10296,19,N22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,341.0,5
10297,19,N22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,2.0,1
10298,19,N22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.1,2
10299,19,N22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.113,4
10300,19,N22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,369.0,5
10301,19,N22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,3.0,1
10302,19,N22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.09,2
10303,19,N22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,271.0,5
10304,19,N22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,2.0,1
10305,19,N22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.07,2
10306,19,N22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.081,4
10307,19,N22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,341.0,5
10308,19,N22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,3.0,1
10309,19,N22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.11,2
10310,19,N22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.134,4
10311,19,N22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,278.0,5
10312,19,N22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,1.0,1
10313,19,N22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.05,2
10314,19,N22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.058,4
10315,19,N22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,410.0,5
10316,19,N22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,2.0,1
10317,19,N22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,3.0,1
10318,19,N22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.09,2
10319,19,N22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,0.1,2
10320,19,N22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.101,4
10321,19,N22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,0.127,4
10322,19,N22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,365.0,5
10323,19,N22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,278.0,5
10324,19,N22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,4.0,1
10325,19,N22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.1,2
10326,19,N22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,218.0,5
10327,19,N22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,3.0,1
10328,19,N22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.09,2
10329,19,N22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.123,4
10330,19,N22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,271.0,5
10331,19,N22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,4.0,1
10332,19,N22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,0.11,2
10333,19,N22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,0.144,4
10334,19,N22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,221.0,5
10335,19,N22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,4.0,1
10336,19,N22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.11,2
10337,19,N22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.139,4
10338,19,N22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,221.0,5
10339,19,N22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,5.0,1
10340,19,N22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.12,2
10341,19,N22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.168,4
10342,19,N22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,184.0,5
10343,19,N22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,5.0,1
10344,19,N22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.17,2
10345,19,N22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.224,4
10346,19,N22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,187.0,5
10347,19,N22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,5.0,1
10348,19,N22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,0.2,2
10349,19,N22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,0.278,4
10350,19,N22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,187.0,5
10351,19,N22-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
10352,19,N22-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.003,4
10353,19,N22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,4.0,1
10354,19,N22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.14,2
10355,19,N22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.154,4
10356,19,N22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,224.0,5
10357,19,N22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,5.0,1
10358,19,N22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,0.13,2
10359,19,N22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,184.0,5
10360,19,N22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,3.0,1
10361,19,N22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.08,2
10362,19,N22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.085,4
10363,19,N22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,265.0,5
10364,19,N22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,4.0,1
10365,19,N22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.12,2
10366,19,N22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.143,4
10367,19,N22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,220.0,5
10368,19,N22-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.006,4
10369,19,N22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,6.0,1
10370,19,N22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.16,2
10371,19,N22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.205,4
10372,19,N22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,158.0,5
10373,19,N22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,3.0,1
10374,19,N22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.12,2
10375,19,N22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.127,4
10376,19,N22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,279.0,5
10377,19,N22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,6.0,1
10378,19,N22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.17,2
10379,19,N22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.215,4
10380,19,N22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,159.0,5
10381,19,N22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,3.0,1
10382,19,N22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.09,2
10383,19,N22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.101,4
10384,19,N22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,275.0,5
10385,19,N22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,5.0,1
10386,19,N22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.16,2
10387,19,N22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.189,4
10388,19,N22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,186.0,5
10389,19,N22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,2.0,1
10390,19,N22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,4.0,1
10391,19,N22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.07,2
10392,19,N22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.12,2
10393,19,N22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.065,4
10394,19,N22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,340.0,5
10395,19,N22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,220.0,5
10396,19,N22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,1.0,1
10397,19,N22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,6.0,1
10398,19,N22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.07,2
10399,19,N22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.16,2
10400,19,N22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.047,4
10401,19,N22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,515.0,5
10402,19,N22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,158.0,5
10403,19,N22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,1.0,1
10404,19,N22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.04,2
10405,19,N22-14-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,-1.0,28,1,0.0,0,0,0,0.002,4
10406,19,N22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.037,4
10407,19,N22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,397.0,5
10408,19,N22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,3.0,1
10409,19,N22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.1,2
10410,19,N22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.114,4
10411,19,N22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,277.0,5
10412,19,N22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,5.0,1
10413,19,N22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,0.13,2
10414,19,N22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,0.156,4
10415,19,N22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,184.0,5
10416,19,N22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,5.0,1
10417,19,N22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,0.14,2
10418,19,N22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,0.164,4
10419,19,N22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,185.0,5
10420,19,N22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,1.0,1
10421,19,N22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,0.08,2
10422,19,N22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,0.054,4
10423,19,N22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,538.0,5
10424,19,N22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,6.0,1
10425,19,N22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,0.19,2
10426,19,N22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,0.242,4
10427,19,N22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,159.0,5
10428,19,N22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,3.0,1
10429,19,N22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,0.13,2
10430,19,N22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,0.141,4
10431,19,N22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,282.0,5
10432,19,N22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,2.0,1
10433,19,N22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,0.07,2
10434,19,N22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,340.0,5
10435,19,N22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,3.0,1
10436,19,N22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.08,2
10437,19,N22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,265.0,5
10438,19,N22-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.004,4
10439,19,N22-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,1.0,1
10440,19,N22-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.04,2
10441,19,N22-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,397.0,5
10442,19,N22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,6.0,1
10443,19,N22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.19,2
10444,19,N22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.315,4
10445,19,N22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,159.0,5
10446,19,N22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,1.0,1
10447,19,N22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,4.0,1
10448,19,N22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,0.05,2
10449,19,N22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.09,2
10450,19,N22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,0.061,4
10451,19,N22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.107,4
10452,19,N22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,422.0,5
10453,19,N22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,217.0,5
10454,19,N22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,2.0,1
10455,19,N22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.09,2
10456,19,N22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.096,4
10457,19,N22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,361.0,5
10458,19,N22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,3.0,1
10459,19,N22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.08,2
10460,19,N22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,266.0,5
10461,19,N22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,2.0,1
10462,19,N22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,5.0,1
10463,19,N22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.06,2
10464,19,N22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.09,2
10465,19,N22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.114,4
10466,19,N22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,332.0,5
10467,19,N22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,182.0,5
10468,19,N22-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,1.0,1
10469,19,N22-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.05,2
10470,19,N22-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,422.0,5
10471,19,N22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,6.0,1
10472,19,N22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.12,2
10473,19,N22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.159,4
10474,19,N22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,157.0,5
10475,19,N22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,6.0,1
10476,19,N22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,0.11,2
10477,19,N22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,157.0,5
10478,19,N22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,1.0,1
10479,19,N22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.08,2
10480,19,N22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.082,4
10481,19,N22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,540.0,5
10482,19,N22-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,-1.0,28,1,0.0,0,0,0,0.001,4
10483,19,N22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,5.0,1
10484,19,N22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,0.12,2
10485,19,N22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,0.156,4
10486,19,N22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,157.0,5
10487,19,N22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,4.0,1
10488,19,N22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.09,2
10489,19,N22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.109,4
10490,19,N22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,220.0,5
10491,19,N22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,5.0,1
10492,19,N22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.11,2
10493,19,N22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.137,4
10494,19,N22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,184.0,5
10495,19,N22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,4.0,1
10496,19,N22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,5.0,1
10497,19,N22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.09,2
10498,19,N22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.1,2
10499,19,N22-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.005,4
10500,19,N22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.123,4
10501,19,N22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,217.0,5
10502,19,N22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,183.0,5
10503,19,N22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,5.0,1
10504,19,N22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.09,2
10505,19,N22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.107,4
10506,19,N22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,182.0,5
10507,19,N22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,6.0,1
10508,19,N22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.12,2
10509,19,N22-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.008,4
10510,19,N22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.168,4
10511,19,N22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,158.0,5
10512,19,N22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,6.0,1
10513,19,N22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.15,2
10514,19,N22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.206,4
10515,19,N22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,159.0,5
10516,19,N22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,3.0,1
10517,19,N22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.09,2
10518,19,N22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.107,4
10519,19,N22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,275.0,5
10520,19,N22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,2.0,1
10521,19,N22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.1,2
10522,19,N22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.11,4
10523,19,N22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,369.0,5
10524,19,N22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,1.0,1
10525,19,N22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.07,2
10526,19,N22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.073,4
10527,19,N22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,523.0,5
10528,19,N22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,6.0,1
10529,19,N22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.11,2
10530,19,N22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.15,4
10531,19,N22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,157.0,5
10532,19,N22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,3.0,1
10533,19,N22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.08,2
10534,19,N22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.104,4
10535,19,N22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,266.0,5
10536,19,N22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,4.0,1
10537,19,N22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.1,2
10538,19,N22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,220.0,5
10539,19,N22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,6.0,1
10540,19,N22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.22,2
10541,19,N22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.387,4
10542,19,N22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,167.0,5
10543,19,N22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,2.0,1
10544,19,N22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.08,2
10545,19,N22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.087,4
10546,19,N22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,355.0,5
10547,19,N22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,2.0,1
10548,19,N22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.07,2
10549,19,N22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.082,4
10550,19,N22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,353.0,5
10551,19,N22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,2.0,1
10552,19,N22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.06,2
10553,19,N22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.08,4
10554,19,N22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,332.0,5
10555,19,N22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,3.0,1
10556,19,N22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.02,2
10557,19,N22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,200.0,5
10558,19,N22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,7.0,1
10559,19,N22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,8.0,1
10560,19,N22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.05,2
10561,19,N22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.09,2
10562,19,N22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.067,4
10563,19,N22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.12,4
10564,19,N22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,132.0,5
10565,19,N22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,120.0,5
10566,19,N22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,5.0,1
10567,19,N22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.04,2
10568,19,N22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,168.0,5
10569,19,N22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,4.0,1
10570,19,N22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.03,2
10571,19,N22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,185.0,5
10572,19,N22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,8.0,1
10573,19,N22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.11,2
10574,19,N22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.154,4
10575,19,N22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,120.0,5
10576,19,N22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,7.0,1
10577,19,N22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.05,2
10578,19,N22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.072,4
10579,19,N22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,132.0,5
10580,19,N22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,3.0,1
10581,19,N22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.03,2
10582,19,N22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,214.0,5
10583,19,N22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,4.0,1
10584,19,N22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,7.0,1
10585,19,N22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.03,2
10586,19,N22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.05,2
10587,19,N22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,189.0,5
10588,19,N22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,149.0,5
10589,19,N22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,6.0,1
10590,19,N22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.04,2
10591,19,N22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.057,4
10592,19,N22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,147.0,5
10593,19,N22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,6.0,1
10594,19,N22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.04,2
10595,19,N22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.055,4
10596,19,N22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,147.0,5
10597,19,N22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,8.0,1
10598,19,N22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.08,2
10599,19,N22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.105,4
10600,19,N22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,120.0,5
10601,19,N22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,5.0,1
10602,19,N22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.04,2
10603,19,N22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.053,4
10604,19,N22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,165.0,5
10605,19,N22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,4.0,1
10606,19,N22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.03,2
10607,19,N22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,191.0,5
10608,19,N22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,7.0,1
10609,19,N22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.07,2
10610,19,N22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.089,4
10611,19,N22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,133.0,5
10612,19,N22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,1.0,1
10613,19,N22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,8.0,1
10614,19,N22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.02,2
10615,19,N22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.13,2
10616,19,N22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.181,4
10617,19,N22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,310.0,5
10618,19,N22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,121.0,5
10619,19,N22-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,1.0,1
10620,19,N22-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.02,2
10621,19,N22-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,310.0,5
10622,19,N22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,4.0,1
10623,19,N22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.03,2
10624,19,N22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,185.0,5
10625,19,N22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,4.0,1
10626,19,N22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,5.0,1
10627,19,N22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.03,2
10628,19,N22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.04,2
10629,19,N22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,196.0,5
10630,19,N22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,165.0,5
10631,19,N22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,3.0,1
10632,19,N22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.02,2
10633,19,N22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,200.0,5
10634,19,N22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,6.0,1
10635,19,N22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.04,2
10636,19,N22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.057,4
10637,19,N22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,148.0,5
10638,19,N22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,6.0,1
10639,19,N22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,7.0,1
10640,19,N22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.05,2
10641,19,N22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.05,2
10642,19,N22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.062,4
10643,19,N22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.068,4
10644,19,N22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,148.0,5
10645,19,N22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,132.0,5
10646,19,N22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,1.0,1
10647,19,N22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.03,2
10648,19,N22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,377.0,5
10649,19,N22-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,3.0,1
10650,19,N22-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.03,2
10651,19,N22-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,214.0,5
10652,19,N22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,4.0,1
10653,19,N22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.06,2
10654,19,N22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.057,4
10655,19,N22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,206.0,5
10656,19,N22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,3.0,1
10657,19,N22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.05,2
10658,19,N22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.049,4
10659,19,N22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,252.0,5
10660,19,N22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,5.0,1
10661,19,N22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.08,2
10662,19,N22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.086,4
10663,19,N22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,176.0,5
10664,19,N22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,4.0,1
10665,19,N22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,5.0,1
10666,19,N22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.05,2
10667,19,N22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.09,2
10668,19,N22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.05,4
10669,19,N22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.095,4
10670,19,N22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,203.0,5
10671,19,N22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,176.0,5
10672,19,N22-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,6.0,1
10673,19,N22-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.15,2
10674,19,N22-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.198,4
10675,19,N22-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,154.0,5
10676,19,N22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,3.0,1
10677,19,N22-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,6.0,1
10678,19,N22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.04,2
10679,19,N22-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.15,2
10680,19,N22-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.158,4
10681,19,N22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,244.0,5
10682,19,N22-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,179.0,5
10683,19,N22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,1.0,1
10684,19,N22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.04,2
10685,19,N22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.035,4
10686,19,N22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,409.0,5
10687,19,N22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,2.0,1
10688,19,N22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,5.0,1
10689,19,N22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.03,2
10690,19,N22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.08,2
10691,19,N22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.038,4
10692,19,N22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,280.0,5
10693,19,N22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,176.0,5
10694,19,N22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,4.0,1
10695,19,N22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.08,2
10696,19,N22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.078,4
10697,19,N22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,211.0,5
10698,19,N22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,2.0,1
10699,19,N22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.03,2
10700,19,N22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,280.0,5
10701,19,N22-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,1.0,1
10702,19,N22-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.02,2
10703,19,N22-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,305.0,5
10704,19,N22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
10705,19,N22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.04,2
10706,19,N22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.04,4
10707,19,N22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,428.0,5
10708,19,N22-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,33.0,28,1,0.0,0,0,0,0.002,4
10709,19,N22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,4.0,1
10710,19,N22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.05,2
10711,19,N22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.053,4
10712,19,N22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,205.0,5
10713,19,N22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,1.0,1
10714,19,N22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.03,2
10715,19,N22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.031,4
10716,19,N22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,381.0,5
10717,19,N22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,1.0,1
10718,19,N22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,5.0,1
10719,19,N22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.03,2
10720,19,N22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.08,2
10721,19,N22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.033,4
10722,19,N22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.091,4
10723,19,N22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,393.0,5
10724,19,N22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,176.0,5
10725,19,N22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,5.0,1
10726,19,N22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.12,2
10727,19,N22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.124,4
10728,19,N22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,178.0,5
10729,19,N22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,1.0,1
10730,19,N22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.04,2
10731,19,N22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.036,4
10732,19,N22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,446.0,5
10733,19,N22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,5.0,1
10734,19,N22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.1,2
10735,19,N22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.107,4
10736,19,N22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,177.0,5
10737,19,N22-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,6.0,1
10738,19,N22-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.13,2
10739,19,N22-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,153.0,5
10740,19,N22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,1.0,1
10741,19,N22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.02,2
10742,19,N22-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,46.0,28,1,0.0,0,0,0,0.004,4
10743,19,N22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.026,4
10744,19,N22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,305.0,5
10745,19,N22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,2.0,1
10746,19,N22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.04,2
10747,19,N22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.041,4
10748,19,N22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,308.0,5
10749,19,N22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,3.0,1
10750,19,N22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,4.0,1
10751,19,N22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.04,2
10752,19,N22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.07,2
10753,19,N22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.042,4
10754,19,N22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.069,4
10755,19,N22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,244.0,5
10756,19,N22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,209.0,5
10757,19,N22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,4.0,1
10758,19,N22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.05,2
10759,19,N22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,203.0,5
10760,19,N22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,4.0,1
10761,19,N22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.06,2
10762,19,N22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.063,4
10763,19,N22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,207.0,5
10764,19,N22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,3.0,1
10765,19,N22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.05,2
10766,19,N22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.045,4
10767,19,N22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,250.0,5
10768,19,N22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,3.0,1
10769,19,N22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.04,2
10770,19,N22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.043,4
10771,19,N22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,252.0,5
10772,19,N22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,2.0,1
10773,19,N22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
10774,19,N22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.038,4
10775,19,N22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,286.0,5
10776,19,N22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,3.0,1
10777,19,N22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.04,2
10778,19,N22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,229.0,5
10779,19,N22-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
10780,19,N22-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,8.0,1
10781,19,N22-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.02,2
10782,19,N22-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.08,2
10783,19,N22-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.112,4
10784,19,N22-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,284.0,5
10785,19,N22-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,120.0,5
10786,19,N22-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,8.0,1
10787,19,N22-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.12,2
10788,19,N22-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.165,4
10789,19,N22-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,120.0,5
10790,19,N22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,6.0,1
10791,19,N22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.05,2
10792,19,N22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,149.0,5
10793,19,N22-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,8.0,1
10794,19,N22-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.11,2
10795,19,N22-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.154,4
10796,19,N22-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,120.0,5
10797,19,N22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,4.0,1
10798,19,N22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
10799,19,N22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,198.0,5
10800,19,N22-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,2.0,1
10801,19,N22-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.03,2
10802,19,N22-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,262.0,5
10803,19,N22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,7.0,1
10804,19,N22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.06,2
10805,19,N22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.087,4
10806,19,N22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,133.0,5
10807,19,N22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,5.0,1
10808,19,N22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.05,2
10809,19,N22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.063,4
10810,19,N22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,171.0,5
10811,19,N22-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,1.0,1
10812,19,N22-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.02,2
10813,19,N22-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,284.0,5
10814,19,N22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,3.0,1
10815,19,N22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.04,2
10816,19,N22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.046,4
10817,19,N22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,237.0,5
10818,19,N22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,2.0,1
10819,19,N22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.03,2
10820,19,N22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.031,4
10821,19,N22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,262.0,5
10822,19,N22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,7.0,1
10823,19,N22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.07,2
10824,19,N22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.092,4
10825,19,N22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,133.0,5
10826,19,N22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,6.0,1
10827,19,N22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.06,2
10828,19,N22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.067,4
10829,19,N22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,150.0,5
10830,19,N22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,5.0,1
10831,19,N22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
10832,19,N22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.054,4
10833,19,N22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,170.0,5
10834,19,N22-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,2.0,1
10835,19,N22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,4.0,1
10836,19,N22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,6.0,1
10837,19,N22-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.03,2
10838,19,N22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.05,2
10839,19,N22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.06,2
10840,19,N22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.049,4
10841,19,N22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.075,4
10842,19,N22-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,284.0,5
10843,19,N22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,201.0,5
10844,19,N22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,150.0,5
10845,19,N22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,4.0,1
10846,19,N22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
10847,19,N22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.046,4
10848,19,N22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,201.0,5
10849,19,N22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,2.0,1
10850,19,N22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.04,2
10851,19,N22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.042,4
10852,19,N22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,292.0,5
10853,19,N22-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,8.0,1
10854,19,N22-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.13,2
10855,19,N22-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.19,4
10856,19,N22-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,120.0,5
10857,19,N22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,7.0,1
10858,19,N22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.08,2
10859,19,N22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.108,4
10860,19,N22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,134.0,5
10861,19,N22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,5.0,1
10862,19,N22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
10863,19,N22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.057,4
10864,19,N22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,170.0,5
10865,19,N22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,7.0,1
10866,19,N22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.06,2
10867,19,N22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,133.0,5
10868,19,N22-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,8.0,1
10869,19,N22-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.08,2
10870,19,N22-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.108,4
10871,19,N22-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,120.0,5
10872,19,N22-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,8.0,1
10873,19,N22-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.08,2
10874,19,N22-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,120.0,5
10875,19,N22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,3.0,1
10876,19,N22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.04,2
10877,19,N22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.043,4
10878,19,N22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,229.0,5
10879,19,N22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,5.0,1
10880,19,N22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.04,2
10881,19,N22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.052,4
10882,19,N22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,168.0,5
10883,19,N22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,4.0,1
10884,19,N22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.04,2
10885,19,N22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.046,4
10886,19,N22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,198.0,5
10887,19,N22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,5.0,1
10888,19,N22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,6.0,1
10889,19,N22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
10890,19,N22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.05,2
10891,19,N22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.064,4
10892,19,N22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,168.0,5
10893,19,N22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[36,48.6,53.8]","[1,160x320,0]","[7,28,90]",[2.68],"[1,160x320,1]",[28],[29800],"[1,160x320,2]",[28],"[0,0,0,0,0.49,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,149.0,5
10894,19,N30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,4.0,1
10895,19,N30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,0.21,2
10896,19,N30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,0.259,4
10897,19,N30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,237.0,5
10898,19,N30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,1.0,1
10899,19,N30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,0.06,2
10900,19,N30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,0.081,4
10901,19,N30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,520.0,5
10902,19,N30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,3.0,1
10903,19,N30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.18,2
10904,19,N30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.229,4
10905,19,N30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,303.0,5
10906,19,N30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,1.0,1
10907,19,N30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,0.08,2
10908,19,N30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,0.092,4
10909,19,N30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,622.0,5
10910,19,N30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,3.0,1
10911,19,N30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,0.15,2
10912,19,N30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,0.18,4
10913,19,N30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,302.0,5
10914,19,N30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,3.0,1
10915,19,N30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,0.21,2
10916,19,N30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,0.26,4
10917,19,N30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,304.0,5
10918,19,N30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,4.0,1
10919,19,N30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.19,2
10920,19,N30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,234.0,5
10921,19,N30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,5.0,1
10922,19,N30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,0.24,2
10923,19,N30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,0.289,4
10924,19,N30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,192.0,5
10925,19,N30-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.004,4
10926,19,N30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,4.0,1
10927,19,N30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,0.27,2
10928,19,N30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,0.307,4
10929,19,N30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,237.0,5
10930,19,N30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,5.0,1
10931,19,N30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,0.26,2
10932,19,N30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,0.315,4
10933,19,N30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,193.0,5
10934,19,N30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,3.0,1
10935,19,N30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.13,2
10936,19,N30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.171,4
10937,19,N30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,296.0,5
10938,19,N30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,3.0,1
10939,19,N30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.13,2
10940,19,N30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,296.0,5
10941,19,N30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,312.0,28,1,0.0,0,0,0,2.0,1
10942,19,N30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,312.0,28,1,0.0,0,0,0,0.12,2
10943,19,N30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,312.0,28,1,0.0,0,0,0,404.0,5
10944,19,N30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,1.0,1
10945,19,N30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.09,2
10946,19,N30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.106,4
10947,19,N30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,634.0,5
10948,19,N30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,2.0,1
10949,19,N30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,0.13,2
10950,19,N30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,0.176,4
10951,19,N30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,418.0,5
10952,19,N30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,4.0,1
10953,19,N30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,0.19,2
10954,19,N30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,0.25,4
10955,19,N30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,234.0,5
10956,19,N30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,1.0,1
10957,19,N30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,5.0,1
10958,19,N30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.06,2
10959,19,N30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,0.24,2
10960,19,N30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,520.0,5
10961,19,N30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,192.0,5
10962,19,N30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,4.0,1
10963,19,N30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,0.24,2
10964,19,N30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,0.28,4
10965,19,N30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,236.0,5
10966,19,N30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,1.0,1
10967,19,N30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,0.15,2
10968,19,N30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,0.163,4
10969,19,N30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,703.0,5
10970,19,N30-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.002,4
10971,19,N30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,2.0,1
10972,19,N30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,0.12,2
10973,19,N30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,0.174,4
10974,19,N30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,404.0,5
10975,19,N30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,1.0,1
10976,19,N30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,0.11,2
10977,19,N30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,0.126,4
10978,19,N30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,280.0,28,1,0.0,0,0,0,656.0,5
10979,19,N30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,3.0,1
10980,19,N30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,3.0,1
10981,19,N30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.16,2
10982,19,N30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,0.22,2
10983,19,N30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.201,4
10984,19,N30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,0.272,4
10985,19,N30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,302.0,5
10986,19,N30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,304.0,5
10987,19,N30-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.005,4
10988,19,N30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,327.0,28,1,0.0,0,0,0,2.0,1
10989,19,N30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,2.0,1
10990,19,N30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,327.0,28,1,0.0,0,0,0,0.12,2
10991,19,N30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,0.2,2
10992,19,N30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,327.0,28,1,0.0,0,0,0,398.0,5
10993,19,N30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,431.0,5
10994,19,N30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,397.0,28,1,0.0,0,0,0,4.0,1
10995,19,N30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,397.0,28,1,0.0,0,0,0,0.23,2
10996,19,N30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,397.0,28,1,0.0,0,0,0,235.0,5
10997,19,N30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,4.0,1
10998,19,N30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.23,2
10999,19,N30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.288,4
11000,19,N30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,235.0,5
11001,19,N30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,1.0,1
11002,19,N30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,0.11,2
11003,19,N30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,0.123,4
11004,19,N30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,654.0,5
11005,19,N30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,2.0,1
11006,19,N30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,0.14,2
11007,19,N30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,0.157,4
11008,19,N30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,419.0,5
11009,19,N30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,2.0,1
11010,19,N30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,4.0,1
11011,19,N30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.17,2
11012,19,N30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,0.28,2
11013,19,N30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.199,4
11014,19,N30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,0.341,4
11015,19,N30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,426.0,5
11016,19,N30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,237.0,5
11017,19,N30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,3.0,1
11018,19,N30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,0.17,2
11019,19,N30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,0.232,4
11020,19,N30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,300.0,5
11021,19,N30-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,1.0,1
11022,19,N30-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.08,2
11023,19,N30-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,547.0,5
11024,19,N30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,3.0,1
11025,19,N30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,0.24,2
11026,19,N30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,0.281,4
11027,19,N30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,307.0,5
11028,19,N30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,4.0,1
11029,19,N30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,0.31,2
11030,19,N30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,0.405,4
11031,19,N30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,238.0,5
11032,19,N30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,3.0,1
11033,19,N30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,0.22,2
11034,19,N30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,0.25,4
11035,19,N30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,307.0,5
11036,19,N30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,4.0,1
11037,19,N30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,0.25,2
11038,19,N30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,0.304,4
11039,19,N30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,237.0,5
11040,19,N30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,3.0,1
11041,19,N30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,0.17,2
11042,19,N30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,0.216,4
11043,19,N30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,300.0,5
11044,19,N30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,3.0,1
11045,19,N30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.19,2
11046,19,N30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.226,4
11047,19,N30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,306.0,5
11048,19,N30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,266.0,28,1,0.0,0,0,0,2.0,1
11049,19,N30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,266.0,28,1,0.0,0,0,0,0.12,2
11050,19,N30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,266.0,28,1,0.0,0,0,0,0.152,4
11051,19,N30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,266.0,28,1,0.0,0,0,0,398.0,5
11052,19,N30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,1.0,1
11053,19,N30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.13,2
11054,19,N30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.148,4
11055,19,N30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,673.0,5
11056,19,N30-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.002,4
11057,19,N30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,1.0,1
11058,19,N30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,0.08,2
11059,19,N30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,0.097,4
11060,19,N30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,547.0,5
11061,19,N30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,327.0,28,1,0.0,0,0,0,2.0,1
11062,19,N30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,327.0,28,1,0.0,0,0,0,0.18,2
11063,19,N30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,327.0,28,1,0.0,0,0,0,0.218,4
11064,19,N30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,327.0,28,1,0.0,0,0,0,428.0,5
11065,19,N30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,397.0,28,1,0.0,0,0,0,4.0,1
11066,19,N30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,397.0,28,1,0.0,0,0,0,0.26,2
11067,19,N30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,397.0,28,1,0.0,0,0,0,0.323,4
11068,19,N30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,397.0,28,1,0.0,0,0,0,237.0,5
11069,19,N30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,3.0,1
11070,19,N30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.25,2
11071,19,N30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.296,4
11072,19,N30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,308.0,5
11073,19,N30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,4.0,1
11074,19,N30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,0.3,2
11075,19,N30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,0.382,4
11076,19,N30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,238.0,5
11077,19,N30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,1.0,1
11078,19,N30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,0.09,2
11079,19,N30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,0.115,4
11080,19,N30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,571.0,5
11081,19,N30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,5.0,1
11082,19,N30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,0.29,2
11083,19,N30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,0.339,4
11084,19,N30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,200.0,5
11085,19,N30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,2.0,1
11086,19,N30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.2,2
11087,19,N30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,298.0,5
11088,19,N30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,412.0,28,1,0.0,0,0,0,4.0,1
11089,19,N30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,412.0,28,1,0.0,0,0,0,0.22,2
11090,19,N30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,412.0,28,1,0.0,0,0,0,234.0,5
11091,19,N30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,2.0,1
11092,19,N30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,0.14,2
11093,19,N30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,0.193,4
11094,19,N30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,424.0,5
11095,19,N30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,2.0,1
11096,19,N30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,0.14,2
11097,19,N30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,408.0,5
11098,19,N30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,3.0,1
11099,19,N30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,3.0,1
11100,19,N30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.16,2
11101,19,N30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,0.22,2
11102,19,N30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.238,4
11103,19,N30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,0.249,4
11104,19,N30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,298.0,5
11105,19,N30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,306.0,5
11106,19,N30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,4.0,1
11107,19,N30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,0.26,2
11108,19,N30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,0.309,4
11109,19,N30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,192.0,5
11110,19,N30-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,1.0,1
11111,19,N30-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,0.09,2
11112,19,N30-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,571.0,5
11113,19,N30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,2.0,1
11114,19,N30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,0.16,2
11115,19,N30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,0.207,4
11116,19,N30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,424.0,5
11117,19,N30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,1.0,1
11118,19,N30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.19,2
11119,19,N30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.206,4
11120,19,N30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,408.0,5
11121,19,N30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,4.0,1
11122,19,N30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,0.24,2
11123,19,N30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,0.29,4
11124,19,N30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,237.0,5
11125,19,N30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,1.0,1
11126,19,N30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,0.17,2
11127,19,N30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,0.192,4
11128,19,N30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,723.0,5
11129,19,N30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,2.0,1
11130,19,N30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.17,2
11131,19,N30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.216,4
11132,19,N30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,427.0,5
11133,19,N30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,5.0,1
11134,19,N30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,0.24,2
11135,19,N30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,0.302,4
11136,19,N30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,193.0,5
11137,19,N30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,1.0,1
11138,19,N30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,0.13,2
11139,19,N30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,0.144,4
11140,19,N30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,678.0,5
11141,19,N30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,3.0,1
11142,19,N30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.24,2
11143,19,N30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.273,4
11144,19,N30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,234.0,5
11145,19,N30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,3.0,1
11146,19,N30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.16,2
11147,19,N30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.226,4
11148,19,N30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,306.0,5
11149,19,N30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,456.0,28,1,0.0,0,0,0,5.0,1
11150,19,N30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,456.0,28,1,0.0,0,0,0,0.24,2
11151,19,N30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,456.0,28,1,0.0,0,0,0,192.0,5
11152,19,N30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,3.0,1
11153,19,N30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,0.2,2
11154,19,N30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,0.237,4
11155,19,N30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,306.0,5
11156,19,N30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,5.0,1
11157,19,N30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,0.26,2
11158,19,N30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,0.318,4
11159,19,N30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,193.0,5
11160,19,N30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,303.0,28,1,0.0,0,0,0,3.0,1
11161,19,N30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,303.0,28,1,0.0,0,0,0,0.19,2
11162,19,N30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,303.0,28,1,0.0,0,0,0,0.228,4
11163,19,N30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,303.0,28,1,0.0,0,0,0,306.0,5
11164,19,N30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,4.0,1
11165,19,N30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.22,2
11166,19,N30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.273,4
11167,19,N30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,237.0,5
11168,19,N30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,3.0,1
11169,19,N30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.1,2
11170,19,N30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.112,4
11171,19,N30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,284.0,5
11172,19,N30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,6.0,1
11173,19,N30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.17,2
11174,19,N30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.218,4
11175,19,N30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,159.0,5
11176,19,N30-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
11177,19,N30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,3.0,1
11178,19,N30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.12,2
11179,19,N30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,285.0,5
11180,19,N30-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,1.0,1
11181,19,N30-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.05,2
11182,19,N30-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,448.0,5
11183,19,N30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,5.0,1
11184,19,N30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.13,2
11185,19,N30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.169,4
11186,19,N30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,187.0,5
11187,19,N30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,2.0,1
11188,19,N30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.1,2
11189,19,N30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,380.0,5
11190,19,N30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,1.0,1
11191,19,N30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,1.0,1
11192,19,N30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,2.0,1
11193,19,N30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.07,2
11194,19,N30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.06,2
11195,19,N30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.07,2
11196,19,N30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.086,4
11197,19,N30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.093,4
11198,19,N30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.093,4
11199,19,N30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,556.0,5
11200,19,N30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,560.0,5
11201,19,N30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,348.0,5
11202,19,N30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,3.0,1
11203,19,N30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.09,2
11204,19,N30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.105,4
11205,19,N30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,275.0,5
11206,19,N30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,6.0,1
11207,19,N30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.15,2
11208,19,N30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.194,4
11209,19,N30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,159.0,5
11210,19,N30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,4.0,1
11211,19,N30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.13,2
11212,19,N30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,226.0,5
11213,19,N30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,4.0,1
11214,19,N30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.1,2
11215,19,N30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.129,4
11216,19,N30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,222.0,5
11217,19,N30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,2.0,1
11218,19,N30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.09,2
11219,19,N30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.102,4
11220,19,N30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,376.0,5
11221,19,N30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,4.0,1
11222,19,N30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.12,2
11223,19,N30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.15,4
11224,19,N30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,225.0,5
11225,19,N30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,2.0,1
11226,19,N30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.07,2
11227,19,N30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,348.0,5
11228,19,N30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,5.0,1
11229,19,N30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.12,2
11230,19,N30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.16,4
11231,19,N30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,185.0,5
11232,19,N30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,4.0,1
11233,19,N30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.1,2
11234,19,N30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.132,4
11235,19,N30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,222.0,5
11236,19,N30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,1.0,1
11237,19,N30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.05,2
11238,19,N30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.075,4
11239,19,N30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,448.0,5
11240,19,N30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,2.0,1
11241,19,N30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.06,2
11242,19,N30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.096,4
11243,19,N30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,375.0,5
11244,19,N30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,5.0,1
11245,19,N30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.12,2
11246,19,N30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.149,4
11247,19,N30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,185.0,5
11248,19,N30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,2.0,1
11249,19,N30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,4.0,1
11250,19,N30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.06,2
11251,19,N30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.11,2
11252,19,N30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.093,4
11253,19,N30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.138,4
11254,19,N30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,374.0,5
11255,19,N30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,224.0,5
11256,19,N30-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.004,4
11257,19,N30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,3.0,1
11258,19,N30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.09,2
11259,19,N30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.11,4
11260,19,N30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,275.0,5
11261,19,N30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,4.0,1
11262,19,N30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.1,2
11263,19,N30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.132,4
11264,19,N30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,224.0,5
11265,19,N30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,3.0,1
11266,19,N30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.11,2
11267,19,N30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.118,4
11268,19,N30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,284.0,5
11269,19,N30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,5.0,1
11270,19,N30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.14,2
11271,19,N30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.182,4
11272,19,N30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,187.0,5
11273,19,N30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,6.0,1
11274,19,N30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.21,2
11275,19,N30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,0.275,4
11276,19,N30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,299.0,28,1,0.0,0,0,0,160.0,5
11277,19,N30-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.006,4
11278,19,N30-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.003,4
11279,19,N30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,4.0,1
11280,19,N30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.14,2
11281,19,N30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.163,4
11282,19,N30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,227.0,5
11283,19,N30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,4.0,1
11284,19,N30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.11,2
11285,19,N30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.129,4
11286,19,N30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,225.0,5
11287,19,N30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,1.0,1
11288,19,N30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.06,2
11289,19,N30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.073,4
11290,19,N30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,545.0,5
11291,19,N30-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,1.0,1
11292,19,N30-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.04,2
11293,19,N30-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,430.0,5
11294,19,N30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,2.0,1
11295,19,N30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,2.0,1
11296,19,N30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.06,2
11297,19,N30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.08,2
11298,19,N30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.092,4
11299,19,N30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,350.0,5
11300,19,N30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,371.0,5
11301,19,N30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,3.0,1
11302,19,N30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.1,2
11303,19,N30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,281.0,5
11304,19,N30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,1.0,1
11305,19,N30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.08,2
11306,19,N30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.085,4
11307,19,N30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,565.0,5
11308,19,N30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,5.0,1
11309,19,N30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,0.23,2
11310,19,N30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,0.312,4
11311,19,N30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,189.0,5
11312,19,N30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,3.0,1
11313,19,N30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.08,2
11314,19,N30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.101,4
11315,19,N30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,281.0,5
11316,19,N30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,3.0,1
11317,19,N30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.08,2
11318,19,N30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.1,4
11319,19,N30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,273.0,5
11320,19,N30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,2.0,1
11321,19,N30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.09,2
11322,19,N30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,375.0,5
11323,19,N30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,4.0,1
11324,19,N30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.09,2
11325,19,N30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.108,4
11326,19,N30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,220.0,5
11327,19,N30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,5.0,1
11328,19,N30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,0.18,2
11329,19,N30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,0.246,4
11330,19,N30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,188.0,5
11331,19,N30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,5.0,1
11332,19,N30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.13,2
11333,19,N30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,186.0,5
11334,19,N30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,1.0,1
11335,19,N30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.06,2
11336,19,N30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.064,4
11337,19,N30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,544.0,5
11338,19,N30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,5.0,1
11339,19,N30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,0.14,2
11340,19,N30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,0.18,4
11341,19,N30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,187.0,5
11342,19,N30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,3.0,1
11343,19,N30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.09,2
11344,19,N30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.107,4
11345,19,N30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,281.0,5
11346,19,N30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,3.0,1
11347,19,N30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.08,2
11348,19,N30-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.001,4
11349,19,N30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.102,4
11350,19,N30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,273.0,5
11351,19,N30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,5.0,1
11352,19,N30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,0.13,2
11353,19,N30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,0.166,4
11354,19,N30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,186.0,5
11355,19,N30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,4.0,1
11356,19,N30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.1,2
11357,19,N30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.12,4
11358,19,N30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,225.0,5
11359,19,N30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,1.0,1
11360,19,N30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.04,2
11361,19,N30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.054,4
11362,19,N30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,430.0,5
11363,19,N30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,4.0,1
11364,19,N30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.13,2
11365,19,N30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.146,4
11366,19,N30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,226.0,5
11367,19,N30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,4.0,1
11368,19,N30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.1,2
11369,19,N30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.112,4
11370,19,N30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,225.0,5
11371,19,N30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,4.0,1
11372,19,N30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.09,2
11373,19,N30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.114,4
11374,19,N30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,220.0,5
11375,19,N30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,2.0,1
11376,19,N30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.06,2
11377,19,N30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.086,4
11378,19,N30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,350.0,5
11379,19,N30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,1.0,1
11380,19,N30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,0.02,2
11381,19,N30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,0.035,4
11382,19,N30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,278.0,5
11383,19,N30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,2.0,1
11384,19,N30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.09,2
11385,19,N30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.119,4
11386,19,N30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,376.0,5
11387,19,N30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,4.0,1
11388,19,N30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.13,2
11389,19,N30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.175,4
11390,19,N30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,227.0,5
11391,19,N30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,4.0,1
11392,19,N30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.12,2
11393,19,N30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.158,4
11394,19,N30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,226.0,5
11395,19,N30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,5.0,1
11396,19,N30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,0.25,2
11397,19,N30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,0.338,4
11398,19,N30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,190.0,5
11399,19,N30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,4.0,1
11400,19,N30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.11,2
11401,19,N30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.147,4
11402,19,N30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,226.0,5
11403,19,N30-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.001,4
11404,19,N30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,2.0,1
11405,19,N30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.07,2
11406,19,N30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.094,4
11407,19,N30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,344.0,5
11408,19,N30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,1.0,1
11409,19,N30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.05,2
11410,19,N30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.065,4
11411,19,N30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,458.0,5
11412,19,N30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,3.0,1
11413,19,N30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,0.08,2
11414,19,N30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,271.0,5
11415,19,N30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,5.0,1
11416,19,N30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.16,2
11417,19,N30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.217,4
11418,19,N30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,188.0,5
11419,19,N30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,2.0,1
11420,19,N30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.07,2
11421,19,N30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,344.0,5
11422,19,N30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,4.0,1
11423,19,N30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.09,2
11424,19,N30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,220.0,5
11425,19,N30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,5.0,1
11426,19,N30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.2,2
11427,19,N30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.276,4
11428,19,N30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,189.0,5
11429,19,N30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,3.0,1
11430,19,N30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.1,2
11431,19,N30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.144,4
11432,19,N30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,281.0,5
11433,19,N30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,3.0,1
11434,19,N30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.09,2
11435,19,N30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.128,4
11436,19,N30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,279.0,5
11437,19,N30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,5.0,1
11438,19,N30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.14,2
11439,19,N30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.195,4
11440,19,N30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,186.0,5
11441,19,N30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,3.0,1
11442,19,N30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.09,2
11443,19,N30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.133,4
11444,19,N30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,279.0,5
11445,19,N30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,4.0,1
11446,19,N30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.1,2
11447,19,N30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.141,4
11448,19,N30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,226.0,5
11449,19,N30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,1.0,1
11450,19,N30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.04,2
11451,19,N30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.046,4
11452,19,N30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,402.0,5
11453,19,N30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,4.0,1
11454,19,N30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.09,2
11455,19,N30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.135,4
11456,19,N30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,220.0,5
11457,19,N30-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,1.0,1
11458,19,N30-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.02,2
11459,19,N30-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,278.0,5
11460,19,N30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,4.0,1
11461,19,N30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.14,2
11462,19,N30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.199,4
11463,19,N30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,227.0,5
11464,19,N30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,5.0,1
11465,19,N30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.14,2
11466,19,N30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,186.0,5
11467,19,N30-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.004,4
11468,19,N30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,3.0,1
11469,19,N30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.08,2
11470,19,N30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.125,4
11471,19,N30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,271.0,5
11472,19,N30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,1.0,1
11473,19,N30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.04,2
11474,19,N30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.051,4
11475,19,N30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,424.0,5
11476,19,N30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,7.0,1
11477,19,N30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.15,2
11478,19,N30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.178,4
11479,19,N30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,136.0,5
11480,19,N30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,5.0,1
11481,19,N30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.04,2
11482,19,N30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.063,4
11483,19,N30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,173.0,5
11484,19,N30-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,2.0,1
11485,19,N30-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,0.02,2
11486,19,N30-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,274.0,5
11487,19,N30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,3.0,1
11488,19,N30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.03,2
11489,19,N30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.045,4
11490,19,N30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,231.0,5
11491,19,N30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,5.0,1
11492,19,N30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,7.0,1
11493,19,N30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
11494,19,N30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.07,2
11495,19,N30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.064,4
11496,19,N30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,173.0,5
11497,19,N30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,134.0,5
11498,19,N30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,5.0,1
11499,19,N30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,0.07,2
11500,19,N30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,0.092,4
11501,19,N30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,176.0,5
11502,19,N30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,2.0,1
11503,19,N30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,0.03,2
11504,19,N30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,0.034,4
11505,19,N30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,295.0,5
11506,19,N30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,5.0,1
11507,19,N30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.05,2
11508,19,N30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.073,4
11509,19,N30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,175.0,5
11510,19,N30-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,3.0,1
11511,19,N30-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.03,2
11512,19,N30-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,231.0,5
11513,19,N30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,5.0,1
11514,19,N30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.05,2
11515,19,N30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.068,4
11516,19,N30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,174.0,5
11517,19,N30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,4.0,1
11518,19,N30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.04,2
11519,19,N30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.057,4
11520,19,N30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,202.0,5
11521,19,N30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,7.0,1
11522,19,N30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.13,2
11523,19,N30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.156,4
11524,19,N30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,136.0,5
11525,19,N30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,4.0,1
11526,19,N30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.04,2
11527,19,N30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,203.0,5
11528,19,N30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,7.0,1
11529,19,N30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.1,2
11530,19,N30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.158,4
11531,19,N30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,136.0,5
11532,19,N30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,5.0,1
11533,19,N30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.06,2
11534,19,N30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.08,4
11535,19,N30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,175.0,5
11536,19,N30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,7.0,1
11537,19,N30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.07,2
11538,19,N30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.114,4
11539,19,N30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,134.0,5
11540,19,N30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,5.0,1
11541,19,N30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.06,2
11542,19,N30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.085,4
11543,19,N30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,176.0,5
11544,19,N30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,7.0,1
11545,19,N30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.07,2
11546,19,N30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.104,4
11547,19,N30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,134.0,5
11548,19,N30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,4.0,1
11549,19,N30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.03,2
11550,19,N30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.049,4
11551,19,N30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,198.0,5
11552,19,N30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,7.0,1
11553,19,N30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.11,2
11554,19,N30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.168,4
11555,19,N30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,136.0,5
11556,19,N30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,2.0,1
11557,19,N30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,3.0,1
11558,19,N30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.03,2
11559,19,N30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.03,2
11560,19,N30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.039,4
11561,19,N30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.047,4
11562,19,N30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,298.0,5
11563,19,N30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,238.0,5
11564,19,N30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,4.0,1
11565,19,N30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.03,2
11566,19,N30-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,33.0,28,1,0.0,0,0,0,0.005,4
11567,19,N30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,198.0,5
11568,19,N30-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,46.0,28,1,0.0,0,0,0,0.007,4
11569,19,N30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,4.0,1
11570,19,N30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.04,2
11571,19,N30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.053,4
11572,19,N30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,203.0,5
11573,19,N30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,2.0,1
11574,19,N30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,6.0,1
11575,19,N30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,0.02,2
11576,19,N30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.07,2
11577,19,N30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,0.03,4
11578,19,N30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,49.0,28,1,0.0,0,0,0,274.0,5
11579,19,N30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,152.0,5
11580,19,N30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,6.0,1
11581,19,N30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.07,2
11582,19,N30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.099,4
11583,19,N30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,152.0,5
11584,19,N30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,6.0,1
11585,19,N30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.07,2
11586,19,N30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.103,4
11587,19,N30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,152.0,5
11588,19,N30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,7.0,1
11589,19,N30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.07,2
11590,19,N30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.107,4
11591,19,N30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,134.0,5
11592,19,N30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,7.0,1
11593,19,N30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.11,2
11594,19,N30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,136.0,5
11595,19,N30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,2.0,1
11596,19,N30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,0.03,2
11597,19,N30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,326.0,5
11598,19,N30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,1.0,1
11599,19,N30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.03,2
11600,19,N30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,291.0,5
11601,19,N30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,7.0,1
11602,19,N30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.08,2
11603,19,N30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,135.0,5
11604,19,N30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,7.0,1
11605,19,N30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.06,2
11606,19,N30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,134.0,5
11607,19,N30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,7.0,1
11608,19,N30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.05,2
11609,19,N30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,134.0,5
11610,19,N30-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,1.0,1
11611,19,N30-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,0.03,2
11612,19,N30-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,427.0,5
11613,19,N30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,4.0,1
11614,19,N30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.04,2
11615,19,N30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,198.0,5
11616,19,N30-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,1.0,1
11617,19,N30-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.04,2
11618,19,N30-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,449.0,5
11619,19,N30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,5.0,1
11620,19,N30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.04,2
11621,19,N30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,172.0,5
11622,19,N30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,7.0,1
11623,19,N30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.13,2
11624,19,N30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,136.0,5
11625,19,N30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,3.0,1
11626,19,N30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.03,2
11627,19,N30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,236.0,5
11628,19,N30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,7.0,1
11629,19,N30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
11630,19,N30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,134.0,5
11631,19,N30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,3.0,1
11632,19,N30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.04,2
11633,19,N30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,248.0,5
11634,19,N30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,7.0,1
11635,19,N30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.06,2
11636,19,N30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,134.0,5
11637,19,N30-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,1.0,1
11638,19,N30-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,0.03,2
11639,19,N30-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,411.0,5
11640,19,N30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,4.0,1
11641,19,N30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.04,2
11642,19,N30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,201.0,5
11643,19,N30-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,1.0,1
11644,19,N30-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.02,2
11645,19,N30-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,336.0,5
11646,19,N30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,2.0,1
11647,19,N30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.04,2
11648,19,N30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,313.0,5
11649,19,N30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,7.0,1
11650,19,N30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.05,2
11651,19,N30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,133.0,5
11652,19,N30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,6.0,1
11653,19,N30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.05,2
11654,19,N30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,150.0,5
11655,19,N30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,7.0,1
11656,19,N30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.16,2
11657,19,N30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,136.0,5
11658,19,N30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,3.0,1
11659,19,N30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.04,2
11660,19,N30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,245.0,5
11661,19,N30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,2.0,1
11662,19,N30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.03,2
11663,19,N30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,314.0,5
11664,19,N30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,5.0,1
11665,19,N30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.04,2
11666,19,N30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,171.0,5
11667,19,N30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,6.0,1
11668,19,N30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
11669,19,N30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,172.0,5
11670,19,N30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,6.0,1
11671,19,N30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.15,2
11672,19,N30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.197,4
11673,19,N30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,155.0,5
11674,19,N30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,2.0,1
11675,19,N30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.02,2
11676,19,N30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,226.0,5
11677,19,N30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,2.0,1
11678,19,N30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.03,2
11679,19,N30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,290.0,5
11680,19,N30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,6.0,1
11681,19,N30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.08,2
11682,19,N30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.116,4
11683,19,N30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,153.0,5
11684,19,N30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,5.0,1
11685,19,N30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.06,2
11686,19,N30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.071,4
11687,19,N30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,176.0,5
11688,19,N30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,3.0,1
11689,19,N30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.02,2
11690,19,N30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,224.0,5
11691,19,N30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,3.0,1
11692,19,N30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,6.0,1
11693,19,N30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.02,2
11694,19,N30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.06,2
11695,19,N30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.089,4
11696,19,N30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,224.0,5
11697,19,N30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,153.0,5
11698,19,N30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,4.0,1
11699,19,N30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.04,2
11700,19,N30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.039,4
11701,19,N30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,205.0,5
11702,19,N30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,5.0,1
11703,19,N30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.05,2
11704,19,N30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.056,4
11705,19,N30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,175.0,5
11706,19,N30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,4.0,1
11707,19,N30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.03,2
11708,19,N30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,198.0,5
11709,19,N30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,6.0,1
11710,19,N30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,0.06,2
11711,19,N30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,0.085,4
11712,19,N30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,152.0,5
11713,19,N30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,6.0,1
11714,19,N30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,6.0,1
11715,19,N30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.08,2
11716,19,N30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.1,2
11717,19,N30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.106,4
11718,19,N30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.131,4
11719,19,N30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,153.0,5
11720,19,N30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,154.0,5
11721,19,N30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,4.0,1
11722,19,N30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.04,2
11723,19,N30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.03,4
11724,19,N30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,203.0,5
11725,19,N30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,5.0,1
11726,19,N30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.05,2
11727,19,N30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.06,4
11728,19,N30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,176.0,5
11729,19,N30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,2.0,1
11730,19,N30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.02,2
11731,19,N30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,226.0,5
11732,19,N30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,6.0,1
11733,19,N30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.16,2
11734,19,N30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.179,4
11735,19,N30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,155.0,5
11736,19,N30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,3.0,1
11737,19,N30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.03,2
11738,19,N30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,235.0,5
11739,19,N30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,6.0,1
11740,19,N30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.11,2
11741,19,N30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.15,4
11742,19,N30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,154.0,5
11743,19,N30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,3.0,1
11744,19,N30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.03,2
11745,19,N30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,233.0,5
11746,19,N30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,5.0,1
11747,19,N30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.04,2
11748,19,N30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.054,4
11749,19,N30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,173.0,5
11750,19,N30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,6.0,1
11751,19,N30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.14,2
11752,19,N30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.192,4
11753,19,N30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,155.0,5
11754,19,N30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,4.0,1
11755,19,N30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.03,2
11756,19,N30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,198.0,5
11757,19,N30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,6.0,1
11758,19,N30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.06,2
11759,19,N30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.08,4
11760,19,N30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,152.0,5
11761,19,N30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,6.0,1
11762,19,N30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.07,2
11763,19,N30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.097,4
11764,19,N30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,153.0,5
11765,19,N30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,5.0,1
11766,19,N30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.04,2
11767,19,N30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.049,4
11768,19,N30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.1,36.9,45.8]","[1,160x320,0]","[7,28,90]",[2.64],"[1,160x320,1]",[28],[32200],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,173.0,5
11769,19,N32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,3.0,1
11770,19,N32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.18,2
11771,19,N32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.244,4
11772,19,N32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,296.0,5
11773,19,N32-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.006,4
11774,19,N32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,1.0,1
11775,19,N32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.19,2
11776,19,N32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.209,4
11777,19,N32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,695.0,5
11778,19,N32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,1.0,1
11779,19,N32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.13,2
11780,19,N32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.138,4
11781,19,N32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,652.0,5
11782,19,N32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,4.0,1
11783,19,N32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.23,2
11784,19,N32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.276,4
11785,19,N32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,235.0,5
11786,19,N32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,3.0,1
11787,19,N32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.22,2
11788,19,N32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.27,4
11789,19,N32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,301.0,5
11790,19,N32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,1.0,1
11791,19,N32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.15,2
11792,19,N32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.163,4
11793,19,N32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,670.0,5
11794,19,N32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,1.0,1
11795,19,N32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.1,2
11796,19,N32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.121,4
11797,19,N32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,557.0,5
11798,19,N32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,3.0,1
11799,19,N32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,4.0,1
11800,19,N32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.18,2
11801,19,N32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,0.24,2
11802,19,N32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,0.284,4
11803,19,N32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,296.0,5
11804,19,N32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,235.0,5
11805,19,N32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,2.0,1
11806,19,N32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.19,2
11807,19,N32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.231,4
11808,19,N32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,422.0,5
11809,19,N32-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.007,4
11810,19,N32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,3.0,1
11811,19,N32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.2,2
11812,19,N32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.258,4
11813,19,N32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,301.0,5
11814,19,N32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,2.0,1
11815,19,N32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.17,2
11816,19,N32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.215,4
11817,19,N32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,405.0,5
11818,19,N32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,445.0,28,1,0.0,0,0,0,4.0,1
11819,19,N32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,445.0,28,1,0.0,0,0,0,0.26,2
11820,19,N32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,445.0,28,1,0.0,0,0,0,0.305,4
11821,19,N32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,445.0,28,1,0.0,0,0,0,235.0,5
11822,19,N32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,2.0,1
11823,19,N32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.17,2
11824,19,N32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,405.0,5
11825,19,N32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,4.0,1
11826,19,N32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,0.25,2
11827,19,N32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,0.294,4
11828,19,N32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,235.0,5
11829,19,N32-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.002,4
11830,19,N32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,1.0,1
11831,19,N32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.17,2
11832,19,N32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.187,4
11833,19,N32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,684.0,5
11834,19,N32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,4.0,1
11835,19,N32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,0.22,2
11836,19,N32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,0.266,4
11837,19,N32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,384.0,28,1,0.0,0,0,0,235.0,5
11838,19,N32-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,1.0,1
11839,19,N32-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.1,2
11840,19,N32-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,557.0,5
11841,19,N32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,2.0,1
11842,19,N32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,440.0,28,1,0.0,0,0,0,4.0,1
11843,19,N32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.21,2
11844,19,N32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,440.0,28,1,0.0,0,0,0,0.2,2
11845,19,N32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.244,4
11846,19,N32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,423.0,5
11847,19,N32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,440.0,28,1,0.0,0,0,0,231.0,5
11848,19,N32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,4.0,1
11849,19,N32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,0.2,2
11850,19,N32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,0.256,4
11851,19,N32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,231.0,5
11852,19,N32-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.002,4
11853,19,N32-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
11854,19,N32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,4.0,1
11855,19,N32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,0.26,2
11856,19,N32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,0.313,4
11857,19,N32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,237.0,5
11858,19,N32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,1.0,1
11859,19,N32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,0.1,2
11860,19,N32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,0.123,4
11861,19,N32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,277.0,28,1,0.0,0,0,0,578.0,5
11862,19,N32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,1.0,1
11863,19,N32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,3.0,1
11864,19,N32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,0.2,2
11865,19,N32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,0.22,2
11866,19,N32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,0.203,4
11867,19,N32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,0.266,4
11868,19,N32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,706.0,5
11869,19,N32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,306.0,5
11870,19,N32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,425.0,28,1,0.0,0,0,0,3.0,1
11871,19,N32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,425.0,28,1,0.0,0,0,0,0.26,2
11872,19,N32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,425.0,28,1,0.0,0,0,0,0.306,4
11873,19,N32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,425.0,28,1,0.0,0,0,0,305.0,5
11874,19,N32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,4.0,1
11875,19,N32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,0.23,2
11876,19,N32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,234.0,5
11877,19,N32-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,1.0,1
11878,19,N32-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,0.1,2
11879,19,N32-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,578.0,5
11880,19,N32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,2.0,1
11881,19,N32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,0.25,2
11882,19,N32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,0.27,4
11883,19,N32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,434.0,5
11884,19,N32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,3.0,1
11885,19,N32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,0.25,2
11886,19,N32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,0.292,4
11887,19,N32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,406.0,28,1,0.0,0,0,0,305.0,5
11888,19,N32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,430.0,28,1,0.0,0,0,0,4.0,1
11889,19,N32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,430.0,28,1,0.0,0,0,0,0.28,2
11890,19,N32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,430.0,28,1,0.0,0,0,0,0.328,4
11891,19,N32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,430.0,28,1,0.0,0,0,0,237.0,5
11892,19,N32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,2.0,1
11893,19,N32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.22,2
11894,19,N32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.236,4
11895,19,N32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,433.0,5
11896,19,N32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,2.0,1
11897,19,N32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,0.18,2
11898,19,N32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,0.197,4
11899,19,N32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,415.0,5
11900,19,N32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,1.0,1
11901,19,N32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.14,2
11902,19,N32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.147,4
11903,19,N32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,673.0,5
11904,19,N32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,387.0,28,1,0.0,0,0,0,3.0,1
11905,19,N32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,387.0,28,1,0.0,0,0,0,0.24,2
11906,19,N32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,387.0,28,1,0.0,0,0,0,0.283,4
11907,19,N32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,387.0,28,1,0.0,0,0,0,305.0,5
11908,19,N32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,3.0,1
11909,19,N32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.19,2
11910,19,N32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.266,4
11911,19,N32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,298.0,5
11912,19,N32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,1.0,1
11913,19,N32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,0.18,2
11914,19,N32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,0.184,4
11915,19,N32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,696.0,5
11916,19,N32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,4.0,1
11917,19,N32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.23,2
11918,19,N32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.291,4
11919,19,N32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,234.0,5
11920,19,N32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,376.0,28,1,0.0,0,0,0,2.0,1
11921,19,N32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,376.0,28,1,0.0,0,0,0,0.24,2
11922,19,N32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,376.0,28,1,0.0,0,0,0,0.259,4
11923,19,N32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,376.0,28,1,0.0,0,0,0,433.0,5
11924,19,N32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,4.0,1
11925,19,N32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,0.3,2
11926,19,N32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,0.342,4
11927,19,N32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,237.0,5
11928,19,N32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,3.0,1
11929,19,N32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.19,2
11930,19,N32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,298.0,5
11931,19,N32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,2.0,1
11932,19,N32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.18,2
11933,19,N32-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.003,4
11934,19,N32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,415.0,5
11935,19,N32-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.005,4
11936,19,N32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,1.0,1
11937,19,N32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.15,2
11938,19,N32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.156,4
11939,19,N32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,668.0,5
11940,19,N32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,387.0,28,1,0.0,0,0,0,2.0,1
11941,19,N32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,3.0,1
11942,19,N32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,387.0,28,1,0.0,0,0,0,0.24,2
11943,19,N32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.21,2
11944,19,N32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,387.0,28,1,0.0,0,0,0,0.292,4
11945,19,N32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,0.287,4
11946,19,N32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,387.0,28,1,0.0,0,0,0,432.0,5
11947,19,N32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,352.0,28,1,0.0,0,0,0,304.0,5
11948,19,N32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,424.0,28,1,0.0,0,0,0,3.0,1
11949,19,N32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,424.0,28,1,0.0,0,0,0,0.27,2
11950,19,N32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,424.0,28,1,0.0,0,0,0,0.328,4
11951,19,N32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,424.0,28,1,0.0,0,0,0,306.0,5
11952,19,N32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,1.0,1
11953,19,N32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,0.16,2
11954,19,N32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,0.172,4
11955,19,N32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,680.0,5
11956,19,N32-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,1.0,1
11957,19,N32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,1.0,1
11958,19,N32-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,0.07,2
11959,19,N32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.13,2
11960,19,N32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.14,4
11961,19,N32-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,513.0,5
11962,19,N32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,652.0,5
11963,19,N32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,1.0,1
11964,19,N32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.2,2
11965,19,N32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.195,4
11966,19,N32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,702.0,5
11967,19,N32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,3.0,1
11968,19,N32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,436.0,28,1,0.0,0,0,0,3.0,1
11969,19,N32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,0.26,2
11970,19,N32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,436.0,28,1,0.0,0,0,0,0.28,2
11971,19,N32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,0.317,4
11972,19,N32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,436.0,28,1,0.0,0,0,0,0.342,4
11973,19,N32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,305.0,5
11974,19,N32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,436.0,28,1,0.0,0,0,0,306.0,5
11975,19,N32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,3.0,1
11976,19,N32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,0.23,2
11977,19,N32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,0.306,4
11978,19,N32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,304.0,5
11979,19,N32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,401.0,28,1,0.0,0,0,0,3.0,1
11980,19,N32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,401.0,28,1,0.0,0,0,0,0.19,2
11981,19,N32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,401.0,28,1,0.0,0,0,0,297.0,5
11982,19,N32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,1.0,1
11983,19,N32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,0.11,2
11984,19,N32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,0.119,4
11985,19,N32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,632.0,5
11986,19,N32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,466.0,28,1,0.0,0,0,0,4.0,1
11987,19,N32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,466.0,28,1,0.0,0,0,0,0.26,2
11988,19,N32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,466.0,28,1,0.0,0,0,0,234.0,5
11989,19,N32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,1.0,1
11990,19,N32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.07,2
11991,19,N32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.096,4
11992,19,N32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,513.0,5
11993,19,N32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,395.0,28,1,0.0,0,0,0,2.0,1
11994,19,N32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,395.0,28,1,0.0,0,0,0,0.15,2
11995,19,N32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,395.0,28,1,0.0,0,0,0,397.0,5
11996,19,N32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,3.0,1
11997,19,N32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,0.19,2
11998,19,N32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,0.28,4
11999,19,N32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,297.0,5
12000,19,N32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,4.0,1
12001,19,N32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.26,2
12002,19,N32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.332,4
12003,19,N32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,234.0,5
12004,19,N32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,458.0,28,1,0.0,0,0,0,4.0,1
12005,19,N32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,458.0,28,1,0.0,0,0,0,0.3,2
12006,19,N32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,458.0,28,1,0.0,0,0,0,0.364,4
12007,19,N32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,458.0,28,1,0.0,0,0,0,237.0,5
12008,19,N32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,2.0,1
12009,19,N32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,0.23,2
12010,19,N32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,0.27,4
12011,19,N32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,431.0,5
12012,19,N32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,2.0,1
12013,19,N32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.2,2
12014,19,N32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.223,4
12015,19,N32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,429.0,5
12016,19,N32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,1.0,1
12017,19,N32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,0.18,2
12018,19,N32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,0.183,4
12019,19,N32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,693.0,5
12020,19,N32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,2.0,1
12021,19,N32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.15,2
12022,19,N32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.179,4
12023,19,N32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,397.0,5
12024,19,N32-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
12025,19,N32-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,0.005,4
12026,19,N32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,5.0,1
12027,19,N32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.16,2
12028,19,N32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.198,4
12029,19,N32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,187.0,5
12030,19,N32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,5.0,1
12031,19,N32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.19,2
12032,19,N32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.239,4
12033,19,N32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,188.0,5
12034,19,N32-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,0.077,4
12035,19,N32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,210.0,28,1,0.0,0,0,0,4.0,1
12036,19,N32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,210.0,28,1,0.0,0,0,0,0.12,2
12037,19,N32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,210.0,28,1,0.0,0,0,0,222.0,5
12038,19,N32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,1.0,1
12039,19,N32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.13,2
12040,19,N32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.129,4
12041,19,N32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,641.0,5
12042,19,N32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,6.0,1
12043,19,N32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,0.19,2
12044,19,N32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,0.267,4
12045,19,N32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,159.0,5
12046,19,N32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,3.0,1
12047,19,N32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,5.0,1
12048,19,N32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.06,2
12049,19,N32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.15,2
12050,19,N32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.19,4
12051,19,N32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,256.0,5
12052,19,N32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,187.0,5
12053,19,N32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,4.0,1
12054,19,N32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.13,2
12055,19,N32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.184,4
12056,19,N32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,226.0,5
12057,19,N32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,4.0,1
12058,19,N32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.12,2
12059,19,N32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.179,4
12060,19,N32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,222.0,5
12061,19,N32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,5.0,1
12062,19,N32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.14,2
12063,19,N32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.182,4
12064,19,N32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,188.0,5
12065,19,N32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,3.0,1
12066,19,N32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.12,2
12067,19,N32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.178,4
12068,19,N32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,283.0,5
12069,19,N32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,3.0,1
12070,19,N32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.07,2
12071,19,N32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.131,4
12072,19,N32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,270.0,5
12073,19,N32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,1.0,1
12074,19,N32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.06,2
12075,19,N32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.077,4
12076,19,N32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,495.0,5
12077,19,N32-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.004,4
12078,19,N32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,3.0,1
12079,19,N32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,5.0,1
12080,19,N32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.06,2
12081,19,N32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.13,2
12082,19,N32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.129,4
12083,19,N32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.176,4
12084,19,N32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,256.0,5
12085,19,N32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,186.0,5
12086,19,N32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,4.0,1
12087,19,N32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.14,2
12088,19,N32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,226.0,5
12089,19,N32-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.002,4
12090,19,N32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,3.0,1
12091,19,N32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.08,2
12092,19,N32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.138,4
12093,19,N32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,273.0,5
12094,19,N32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,6.0,1
12095,19,N32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,0.21,2
12096,19,N32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,0.291,4
12097,19,N32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,160.0,5
12098,19,N32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,3.0,1
12099,19,N32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,3.0,1
12100,19,N32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.09,2
12101,19,N32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.1,2
12102,19,N32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.143,4
12103,19,N32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.158,4
12104,19,N32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,275.0,5
12105,19,N32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,277.0,5
12106,19,N32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,1.0,1
12107,19,N32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.08,2
12108,19,N32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.085,4
12109,19,N32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,596.0,5
12110,19,N32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,5.0,1
12111,19,N32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.13,2
12112,19,N32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.193,4
12113,19,N32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,186.0,5
12114,19,N32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,1.0,1
12115,19,N32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.11,2
12116,19,N32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.109,4
12117,19,N32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,625.0,5
12118,19,N32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,1.0,1
12119,19,N32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,0.06,2
12120,19,N32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,495.0,5
12121,19,N32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,1.0,1
12122,19,N32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.08,2
12123,19,N32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.088,4
12124,19,N32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,523.0,5
12125,19,N32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,3.0,1
12126,19,N32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.12,2
12127,19,N32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.146,4
12128,19,N32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,279.0,5
12129,19,N32-14-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
12130,19,N32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,6.0,1
12131,19,N32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.18,2
12132,19,N32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.27,4
12133,19,N32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,159.0,5
12134,19,N32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,4.0,1
12135,19,N32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.1,2
12136,19,N32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,219.0,5
12137,19,N32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,4.0,1
12138,19,N32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.12,2
12139,19,N32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.155,4
12140,19,N32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,223.0,5
12141,19,N32-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.003,4
12142,19,N32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,6.0,1
12143,19,N32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.17,2
12144,19,N32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,158.0,5
12145,19,N32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,5.0,1
12146,19,N32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,0.18,2
12147,19,N32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,0.256,4
12148,19,N32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,186.0,5
12149,19,N32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,4.0,1
12150,19,N32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.1,2
12151,19,N32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.138,4
12152,19,N32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,219.0,5
12153,19,N32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,4.0,1
12154,19,N32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.13,2
12155,19,N32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.174,4
12156,19,N32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,223.0,5
12157,19,N32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,2.0,1
12158,19,N32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.09,2
12159,19,N32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.101,4
12160,19,N32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,371.0,5
12161,19,N32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,2.0,1
12162,19,N32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,3.0,1
12163,19,N32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.1,2
12164,19,N32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.09,2
12165,19,N32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.109,4
12166,19,N32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.12,4
12167,19,N32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,372.0,5
12168,19,N32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,271.0,5
12169,19,N32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,6.0,1
12170,19,N32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,0.17,2
12171,19,N32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,0.257,4
12172,19,N32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,271.0,28,1,0.0,0,0,0,158.0,5
12173,19,N32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,2.0,1
12174,19,N32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,4.0,1
12175,19,N32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.07,2
12176,19,N32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.11,2
12177,19,N32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.146,4
12178,19,N32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,343.0,5
12179,19,N32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,223.0,5
12180,19,N32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,4.0,1
12181,19,N32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.21,2
12182,19,N32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.265,4
12183,19,N32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,228.0,5
12184,19,N32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,3.0,1
12185,19,N32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.09,2
12186,19,N32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,271.0,5
12187,19,N32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,327.0,28,1,0.0,0,0,0,6.0,1
12188,19,N32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,327.0,28,1,0.0,0,0,0,0.21,2
12189,19,N32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,327.0,28,1,0.0,0,0,0,0.301,4
12190,19,N32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,327.0,28,1,0.0,0,0,0,159.0,5
12191,19,N32-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.005,4
12192,19,N32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,1.0,1
12193,19,N32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.09,2
12194,19,N32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.101,4
12195,19,N32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,540.0,5
12196,19,N32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,2.0,1
12197,19,N32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.07,2
12198,19,N32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.095,4
12199,19,N32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,343.0,5
12200,19,N32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,5.0,1
12201,19,N32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.18,2
12202,19,N32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,186.0,5
12203,19,N32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,1.0,1
12204,19,N32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,0.05,2
12205,19,N32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,0.073,4
12206,19,N32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,410.0,5
12207,19,N32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,2.0,1
12208,19,N32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.11,2
12209,19,N32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.116,4
12210,19,N32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,375.0,5
12211,19,N32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,5.0,1
12212,19,N32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.2,2
12213,19,N32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.276,4
12214,19,N32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,187.0,5
12215,19,N32-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,1.0,1
12216,19,N32-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.05,2
12217,19,N32-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,410.0,5
12218,19,N32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,3.0,1
12219,19,N32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.11,2
12220,19,N32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.134,4
12221,19,N32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,277.0,5
12222,19,N32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,4.0,1
12223,19,N32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.18,2
12224,19,N32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.212,4
12225,19,N32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,227.0,5
12226,19,N32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,5.0,1
12227,19,N32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.1,2
12228,19,N32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,183.0,5
12229,19,N32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,1.0,1
12230,19,N32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.05,2
12231,19,N32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.058,4
12232,19,N32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,414.0,5
12233,19,N32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,6.0,1
12234,19,N32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.11,2
12235,19,N32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,157.0,5
12236,19,N32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,4.0,1
12237,19,N32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.11,2
12238,19,N32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.129,4
12239,19,N32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,222.0,5
12240,19,N32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,3.0,1
12241,19,N32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.08,2
12242,19,N32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,265.0,5
12243,19,N32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,2.0,1
12244,19,N32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.06,2
12245,19,N32-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
12246,19,N32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.082,4
12247,19,N32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,329.0,5
12248,19,N32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,4.0,1
12249,19,N32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.1,2
12250,19,N32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.131,4
12251,19,N32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,219.0,5
12252,19,N32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,3.0,1
12253,19,N32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.08,2
12254,19,N32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.102,4
12255,19,N32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,265.0,5
12256,19,N32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,2.0,1
12257,19,N32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.08,2
12258,19,N32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.097,4
12259,19,N32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,356.0,5
12260,19,N32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,3.0,1
12261,19,N32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.11,2
12262,19,N32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.13,4
12263,19,N32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,280.0,5
12264,19,N32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,2.0,1
12265,19,N32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.07,2
12266,19,N32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.088,4
12267,19,N32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,350.0,5
12268,19,N32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,1.0,1
12269,19,N32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.06,2
12270,19,N32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.069,4
12271,19,N32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,521.0,5
12272,19,N32-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,1.0,1
12273,19,N32-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.05,2
12274,19,N32-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,414.0,5
12275,19,N32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,3.0,1
12276,19,N32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,6.0,1
12277,19,N32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.09,2
12278,19,N32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.12,2
12279,19,N32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.106,4
12280,19,N32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.151,4
12281,19,N32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,275.0,5
12282,19,N32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,158.0,5
12283,19,N32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,4.0,1
12284,19,N32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.11,2
12285,19,N32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.135,4
12286,19,N32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,222.0,5
12287,19,N32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,2.0,1
12288,19,N32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,5.0,1
12289,19,N32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,0.06,2
12290,19,N32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.1,2
12291,19,N32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.135,4
12292,19,N32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,164.0,28,1,0.0,0,0,0,329.0,5
12293,19,N32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,183.0,5
12294,19,N32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,6.0,1
12295,19,N32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.22,2
12296,19,N32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.256,4
12297,19,N32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,159.0,5
12298,19,N32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,6.0,1
12299,19,N32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,0.18,2
12300,19,N32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,0.214,4
12301,19,N32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,159.0,5
12302,19,N32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,4.0,1
12303,19,N32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.1,2
12304,19,N32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,219.0,5
12305,19,N32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,6.0,1
12306,19,N32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.15,2
12307,19,N32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.189,4
12308,19,N32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,158.0,5
12309,19,N32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,5.0,1
12310,19,N32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.12,2
12311,19,N32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.146,4
12312,19,N32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,184.0,5
12313,19,N32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,1.0,1
12314,19,N32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.07,2
12315,19,N32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.079,4
12316,19,N32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,537.0,5
12317,19,N32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,7.0,1
12318,19,N32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,0.19,2
12319,19,N32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,0.271,4
12320,19,N32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,138.0,5
12321,19,N32-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.004,4
12322,19,N32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,6.0,1
12323,19,N32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,7.0,1
12324,19,N32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.11,2
12325,19,N32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.19,2
12326,19,N32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.146,4
12327,19,N32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,157.0,5
12328,19,N32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,138.0,5
12329,19,N32-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.005,4
12330,19,N32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,5.0,1
12331,19,N32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.11,2
12332,19,N32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.137,4
12333,19,N32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,184.0,5
12334,19,N32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,3.0,1
12335,19,N32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.09,2
12336,19,N32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.109,4
12337,19,N32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,276.0,5
12338,19,N32-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,8.0,1
12339,19,N32-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,0.13,2
12340,19,N32-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,0.181,4
12341,19,N32-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,121.0,5
12342,19,N32-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,1.0,1
12343,19,N32-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.02,2
12344,19,N32-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,304.0,5
12345,19,N32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,5.0,1
12346,19,N32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.05,2
12347,19,N32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.074,4
12348,19,N32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,172.0,5
12349,19,N32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,3.0,1
12350,19,N32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,0.05,2
12351,19,N32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,0.06,4
12352,19,N32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,240.0,5
12353,19,N32-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,8.0,1
12354,19,N32-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.11,2
12355,19,N32-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.146,4
12356,19,N32-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,120.0,5
12357,19,N32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,1.0,1
12358,19,N32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.04,2
12359,19,N32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.043,4
12360,19,N32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,408.0,5
12361,19,N32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,6.0,1
12362,19,N32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.07,2
12363,19,N32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,150.0,5
12364,19,N32-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,8.0,1
12365,19,N32-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.08,2
12366,19,N32-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.11,4
12367,19,N32-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,120.0,5
12368,19,N32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,5.0,1
12369,19,N32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.06,2
12370,19,N32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.081,4
12371,19,N32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,173.0,5
12372,19,N32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,2.0,1
12373,19,N32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,6.0,1
12374,19,N32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.04,2
12375,19,N32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.07,2
12376,19,N32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.051,4
12377,19,N32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.098,4
12378,19,N32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,295.0,5
12379,19,N32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,150.0,5
12380,19,N32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,2.0,1
12381,19,N32-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,7.0,1
12382,19,N32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.04,2
12383,19,N32-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.08,2
12384,19,N32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.053,4
12385,19,N32-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.108,4
12386,19,N32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,297.0,5
12387,19,N32-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,134.0,5
12388,19,N32-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,7.0,1
12389,19,N32-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.07,2
12390,19,N32-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.101,4
12391,19,N32-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,133.0,5
12392,19,N32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,2.0,1
12393,19,N32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.03,2
12394,19,N32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,264.0,5
12395,19,N32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,5.0,1
12396,19,N32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.05,2
12397,19,N32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.062,4
12398,19,N32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,170.0,5
12399,19,N32-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,43.0,28,1,0.0,0,0,0,0.003,4
12400,19,N32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,5.0,1
12401,19,N32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,6.0,1
12402,19,N32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.06,2
12403,19,N32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.08,2
12404,19,N32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.089,4
12405,19,N32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.106,4
12406,19,N32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,173.0,5
12407,19,N32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,151.0,5
12408,19,N32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,4.0,1
12409,19,N32-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,8.0,1
12410,19,N32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.05,2
12411,19,N32-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.08,2
12412,19,N32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.061,4
12413,19,N32-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.113,4
12414,19,N32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,195.0,5
12415,19,N32-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,120.0,5
12416,19,N32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,1.0,1
12417,19,N32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.03,2
12418,19,N32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.034,4
12419,19,N32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,406.0,5
12420,19,N32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,1.0,1
12421,19,N32-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,8.0,1
12422,19,N32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.05,2
12423,19,N32-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.08,2
12424,19,N32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.048,4
12425,19,N32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,422.0,5
12426,19,N32-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,120.0,5
12427,19,N32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,3.0,1
12428,19,N32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.04,2
12429,19,N32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,231.0,5
12430,19,N32-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,8.0,1
12431,19,N32-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.12,2
12432,19,N32-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.155,4
12433,19,N32-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,121.0,5
12434,19,N32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,3.0,1
12435,19,N32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.04,2
12436,19,N32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.059,4
12437,19,N32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,231.0,5
12438,19,N32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,2.0,1
12439,19,N32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.03,2
12440,19,N32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.054,4
12441,19,N32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,264.0,5
12442,19,N32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,1.0,1
12443,19,N32-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,8.0,1
12444,19,N32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.02,2
12445,19,N32-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.09,2
12446,19,N32-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.115,4
12447,19,N32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,304.0,5
12448,19,N32-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,120.0,5
12449,19,N32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,5.0,1
12450,19,N32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,0.05,2
12451,19,N32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,170.0,5
12452,19,N32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,2.0,1
12453,19,N32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.05,2
12454,19,N32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.056,4
12455,19,N32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,301.0,5
12456,19,N32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,4.0,1
12457,19,N32-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,7.0,1
12458,19,N32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.05,2
12459,19,N32-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.07,2
12460,19,N32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,195.0,5
12461,19,N32-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,133.0,5
12462,19,N32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
12463,19,N32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.04,2
12464,19,N32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.039,4
12465,19,N32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,398.0,5
12466,19,N32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,4.0,1
12467,19,N32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.05,2
12468,19,N32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.061,4
12469,19,N32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,200.0,5
12470,19,N32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,6.0,1
12471,19,N32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,0.16,2
12472,19,N32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,0.199,4
12473,19,N32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,219.0,28,1,0.0,0,0,0,154.0,5
12474,19,N32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,5.0,1
12475,19,N32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.05,2
12476,19,N32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,169.0,5
12477,19,N32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,6.0,1
12478,19,N32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.07,2
12479,19,N32-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,33.0,28,1,0.0,0,0,0,0.002,4
12480,19,N32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.102,4
12481,19,N32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,152.0,5
12482,19,N32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,3.0,1
12483,19,N32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.04,2
12484,19,N32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,228.0,5
12485,19,N32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,2.0,1
12486,19,N32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.04,2
12487,19,N32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,266.0,5
12488,19,N32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,6.0,1
12489,19,N32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.06,2
12490,19,N32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.081,4
12491,19,N32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,149.0,5
12492,19,N32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,5.0,1
12493,19,N32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
12494,19,N32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.069,4
12495,19,N32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,173.0,5
12496,19,N32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,6.0,1
12497,19,N32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,0.06,2
12498,19,N32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,149.0,5
12499,19,N32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,2.0,1
12500,19,N32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.04,2
12501,19,N32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.048,4
12502,19,N32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,266.0,5
12503,19,N32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,1.0,1
12504,19,N32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
12505,19,N32-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.033,4
12506,19,N32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.041,4
12507,19,N32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,372.0,5
12508,19,N32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,4.0,1
12509,19,N32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.04,2
12510,19,N32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,194.0,5
12511,19,N32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,5.0,1
12512,19,N32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.05,2
12513,19,N32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.067,4
12514,19,N32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,169.0,5
12515,19,N32-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,44.0,28,1,0.0,0,0,0,0.005,4
12516,19,N32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,4.0,1
12517,19,N32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.04,2
12518,19,N32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.057,4
12519,19,N32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,194.0,5
12520,19,N32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,6.0,1
12521,19,N32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.1,2
12522,19,N32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.149,4
12523,19,N32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,153.0,5
12524,19,N32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,1.0,1
12525,19,N32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.02,2
12526,19,N32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,261.0,5
12527,19,N32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,3.0,1
12528,19,N32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.04,2
12529,19,N32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.056,4
12530,19,N32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,228.0,5
12531,19,N32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,1.0,1
12532,19,N32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.02,2
12533,19,N32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.035,4
12534,19,N32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,261.0,5
12535,19,N32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,4.0,1
12536,19,N32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,6.0,1
12537,19,N32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.04,2
12538,19,N32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.16,2
12539,19,N32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.061,4
12540,19,N32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.19,4
12541,19,N32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,197.0,5
12542,19,N32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,154.0,5
12543,19,N32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,5.0,1
12544,19,N32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.05,2
12545,19,N32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.073,4
12546,19,N32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,172.0,5
12547,19,N32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,1.0,1
12548,19,N32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.04,2
12549,19,N32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.045,4
12550,19,N32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,395.0,5
12551,19,N32-20-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
12552,19,N32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,5.0,1
12553,19,N32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,6.0,1
12554,19,N32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.06,2
12555,19,N32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.13,2
12556,19,N32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.082,4
12557,19,N32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.19,4
12558,19,N32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,173.0,5
12559,19,N32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,154.0,5
12560,19,N32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,4.0,1
12561,19,N32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,0.05,2
12562,19,N32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,0.068,4
12563,19,N32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,199.0,5
12564,19,N32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,2.0,1
12565,19,N32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.04,2
12566,19,N32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.05,4
12567,19,N32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,293.0,5
12568,19,N32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,4.0,1
12569,19,N32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.05,2
12570,19,N32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.069,4
12571,19,N32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,199.0,5
12572,19,N32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,7.0,1
12573,19,N32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.12,2
12574,19,N32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,135.0,5
12575,19,N32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,28.0,28,1,0.0,0,0,0,3.0,1
12576,19,N32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,28.0,28,1,0.0,0,0,0,0.06,2
12577,19,N32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,28.0,28,1,0.0,0,0,0,254.0,5
12578,19,N32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,6.0,1
12579,19,N32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.06,2
12580,19,N32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,151.0,5
12581,19,N32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,6.0,1
12582,19,N32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.08,2
12583,19,N32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.114,4
12584,19,N32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,153.0,5
12585,19,N32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,5.0,1
12586,19,N32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.06,2
12587,19,N32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.086,4
12588,19,N32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,174.0,5
12589,19,N32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,4.0,1
12590,19,N32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.06,2
12591,19,N32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,205.0,5
12592,19,N32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,2.0,1
12593,19,N32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.03,2
12594,19,N32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.041,4
12595,19,N32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,278.0,5
12596,19,N32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,1.0,1
12597,19,N32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,0.02,2
12598,19,N32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,0.021,4
12599,19,N32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,340.0,5
12600,19,N32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,3.0,1
12601,19,N32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.05,2
12602,19,N32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.053,4
12603,19,N32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,253.0,5
12604,19,N32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,6.0,1
12605,19,N32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.06,2
12606,19,N32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.091,4
12607,19,N32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,151.0,5
12608,19,N32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,6.0,1
12609,19,N32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.07,2
12610,19,N32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.097,4
12611,19,N32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,152.0,5
12612,19,N32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,4.0,1
12613,19,N32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.05,2
12614,19,N32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.067,4
12615,19,N32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,199.0,5
12616,19,N32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,4.0,1
12617,19,N32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.05,2
12618,19,N32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.072,4
12619,19,N32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,204.0,5
12620,19,N32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,5.0,1
12621,19,N32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.05,2
12622,19,N32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.082,4
12623,19,N32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,172.0,5
12624,19,N32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,3.0,1
12625,19,N32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.04,2
12626,19,N32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,248.0,5
12627,19,N32-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,1.0,1
12628,19,N32-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,0.01,2
12629,19,N32-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,216.0,5
12630,19,N32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,1.0,1
12631,19,N32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,0.01,2
12632,19,N32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,48.0,28,1,0.0,0,0,0,216.0,5
12633,19,N32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,2.0,1
12634,19,N32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.03,2
12635,19,N32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,278.0,5
12636,19,N32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,1.0,1
12637,19,N32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,6.0,1
12638,19,N32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.03,2
12639,19,N32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.11,2
12640,19,N32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.026,4
12641,19,N32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.163,4
12642,19,N32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,353.0,5
12643,19,N32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,154.0,5
12644,19,N32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,3.0,1
12645,19,N32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.04,2
12646,19,N32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.05,4
12647,19,N32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,248.0,5
12648,19,N32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,1.0,1
12649,19,N32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.03,2
12650,19,N32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.03,4
12651,19,N32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,384.0,5
12652,19,N32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,3.0,1
12653,19,N32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.05,2
12654,19,N32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.061,4
12655,19,N32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,254.0,5
12656,19,N32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,1.0,1
12657,19,N32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
12658,19,N32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.036,4
12659,19,N32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,412.0,5
12660,19,N32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,7.0,1
12661,19,N32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.15,2
12662,19,N32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.168,4
12663,19,N32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,136.0,5
12664,19,N32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,5.0,1
12665,19,N32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.05,2
12666,19,N32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,172.0,5
12667,19,N32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,7.0,1
12668,19,N32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.12,2
12669,19,N32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.188,4
12670,19,N32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,135.0,5
12671,19,N32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,5.0,1
12672,19,N32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.07,2
12673,19,N32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.094,4
12674,19,N32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,175.0,5
12675,19,N32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,7.0,1
12676,19,N32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.13,2
12677,19,N32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.187,4
12678,19,N32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[40.1,53.8,59.4]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[30700],"[1,160x320,2]",[28],"[0,0,0,0,0.43,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,135.0,5
12679,19,N40-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,1.0,1
12680,19,N40-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
12681,19,N40-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,3.0,1
12682,19,N40-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.17,2
12683,19,N40-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.259,4
12684,19,N40-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,303.0,5
12685,19,N40-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,3.0,1
12686,19,N40-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.19,2
12687,19,N40-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.272,4
12688,19,N40-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,308.0,5
12689,19,N40-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,2.0,1
12690,19,N40-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.15,2
12691,19,N40-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.219,4
12692,19,N40-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,422.0,5
12693,19,N40-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,1.0,1
12694,19,N40-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.15,2
12695,19,N40-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.171,4
12696,19,N40-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,738.0,5
12697,19,N40-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,2.0,1
12698,19,N40-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,0.17,2
12699,19,N40-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,0.226,4
12700,19,N40-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,437.0,5
12701,19,N40-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,2.0,1
12702,19,N40-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.15,2
12703,19,N40-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,422.0,5
12704,19,N40-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,2.0,1
12705,19,N40-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,0.19,2
12706,19,N40-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,0.248,4
12707,19,N40-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,437.0,5
12708,19,N40-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,3.0,1
12709,19,N40-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,0.33,2
12710,19,N40-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,0.336,4
12711,19,N40-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,311.0,5
12712,19,N40-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,2.0,1
12713,19,N40-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.2,2
12714,19,N40-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.221,4
12715,19,N40-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,767.0,5
12716,19,N40-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,3.0,1
12717,19,N40-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.28,2
12718,19,N40-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.366,4
12719,19,N40-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,310.0,5
12720,19,N40-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,1.0,1
12721,19,N40-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,0.1,2
12722,19,N40-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,0.138,4
12723,19,N40-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,621.0,5
12724,19,N40-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,3.0,1
12725,19,N40-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.25,2
12726,19,N40-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.336,4
12727,19,N40-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,309.0,5
12728,19,N40-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,3.0,1
12729,19,N40-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.21,2
12730,19,N40-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.286,4
12731,19,N40-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,308.0,5
12732,19,N40-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,3.0,1
12733,19,N40-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.22,2
12734,19,N40-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.277,4
12735,19,N40-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,440.0,5
12736,19,N40-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,1.0,1
12737,19,N40-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.004,4
12738,19,N40-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,3.0,1
12739,19,N40-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,0.23,2
12740,19,N40-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,0.309,4
12741,19,N40-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,308.0,5
12742,19,N40-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,1.0,1
12743,19,N40-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.005,4
12744,19,N40-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,3.0,1
12745,19,N40-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,0.31,2
12746,19,N40-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,0.397,4
12747,19,N40-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,310.0,5
12748,19,N40-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,2.0,1
12749,19,N40-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.18,2
12750,19,N40-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.219,4
12751,19,N40-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,430.0,5
12752,19,N40-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,2.0,1
12753,19,N40-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.15,2
12754,19,N40-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,413.0,5
12755,19,N40-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,4.0,1
12756,19,N40-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,0.26,2
12757,19,N40-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,0.35,4
12758,19,N40-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,238.0,5
12759,19,N40-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,1.0,1
12760,19,N40-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.18,2
12761,19,N40-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.194,4
12762,19,N40-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,729.0,5
12763,19,N40-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.002,4
12764,19,N40-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,1.0,1
12765,19,N40-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.16,2
12766,19,N40-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.167,4
12767,19,N40-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,714.0,5
12768,19,N40-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,3.0,1
12769,19,N40-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.2,2
12770,19,N40-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.256,4
12771,19,N40-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,307.0,5
12772,19,N40-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,2.0,1
12773,19,N40-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,0.15,2
12774,19,N40-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,0.207,4
12775,19,N40-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,413.0,5
12776,19,N40-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,1.0,1
12777,19,N40-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.09,2
12778,19,N40-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,0.106,4
12779,19,N40-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,246.0,28,1,0.0,0,0,0,586.0,5
12780,19,N40-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,1.0,1
12781,19,N40-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,0.21,2
12782,19,N40-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,0.221,4
12783,19,N40-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,358.0,28,1,0.0,0,0,0,742.0,5
12784,19,N40-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,1.0,1
12785,19,N40-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,0.12,2
12786,19,N40-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,0.13,4
12787,19,N40-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,691.0,5
12788,19,N40-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,436.0,28,1,0.0,0,0,0,5.0,1
12789,19,N40-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,436.0,28,1,0.0,0,0,0,0.29,2
12790,19,N40-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,436.0,28,1,0.0,0,0,0,0.389,4
12791,19,N40-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,436.0,28,1,0.0,0,0,0,194.0,5
12792,19,N40-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,373.0,28,1,0.0,0,0,0,4.0,1
12793,19,N40-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,373.0,28,1,0.0,0,0,0,0.24,2
12794,19,N40-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,373.0,28,1,0.0,0,0,0,0.329,4
12795,19,N40-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,373.0,28,1,0.0,0,0,0,238.0,5
12796,19,N40-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,0.003,4
12797,19,N40-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,4.0,1
12798,19,N40-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,0.21,2
12799,19,N40-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,0.302,4
12800,19,N40-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,315.0,28,1,0.0,0,0,0,235.0,5
12801,19,N40-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,4.0,1
12802,19,N40-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,0.21,2
12803,19,N40-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,235.0,5
12804,19,N40-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,5.0,1
12805,19,N40-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,0.25,2
12806,19,N40-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,192.0,5
12807,19,N40-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,3.0,1
12808,19,N40-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,5.0,1
12809,19,N40-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,0.21,2
12810,19,N40-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,0.25,2
12811,19,N40-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,0.277,4
12812,19,N40-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,0.351,4
12813,19,N40-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,345.0,28,1,0.0,0,0,0,307.0,5
12814,19,N40-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,192.0,5
12815,19,N40-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,1.0,1
12816,19,N40-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.14,2
12817,19,N40-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.155,4
12818,19,N40-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,706.0,5
12819,19,N40-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,4.0,1
12820,19,N40-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,0.23,2
12821,19,N40-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,0.314,4
12822,19,N40-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,238.0,5
12823,19,N40-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,3.0,1
12824,19,N40-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.17,2
12825,19,N40-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.232,4
12826,19,N40-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,301.0,5
12827,19,N40-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,2.0,1
12828,19,N40-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,400.0,28,1,0.0,0,0,0,5.0,1
12829,19,N40-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.2,2
12830,19,N40-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,400.0,28,1,0.0,0,0,0,0.27,2
12831,19,N40-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,400.0,28,1,0.0,0,0,0,0.372,4
12832,19,N40-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,431.0,5
12833,19,N40-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,400.0,28,1,0.0,0,0,0,194.0,5
12834,19,N40-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,297.0,28,1,0.0,0,0,0,3.0,1
12835,19,N40-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,297.0,28,1,0.0,0,0,0,0.19,2
12836,19,N40-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,297.0,28,1,0.0,0,0,0,0.24,4
12837,19,N40-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,297.0,28,1,0.0,0,0,0,308.0,5
12838,19,N40-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,2.0,1
12839,19,N40-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,0.17,2
12840,19,N40-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,0.212,4
12841,19,N40-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,308.0,28,1,0.0,0,0,0,430.0,5
12842,19,N40-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,1.0,1
12843,19,N40-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,3.0,1
12844,19,N40-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.09,2
12845,19,N40-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,0.24,2
12846,19,N40-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,0.306,4
12847,19,N40-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,586.0,5
12848,19,N40-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,308.0,5
12849,19,N40-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,3.0,1
12850,19,N40-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.17,2
12851,19,N40-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.23,4
12852,19,N40-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,301.0,5
12853,19,N40-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,1.0,1
12854,19,N40-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.16,2
12855,19,N40-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.169,4
12856,19,N40-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,723.0,5
12857,19,N40-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,3.0,1
12858,19,N40-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.21,2
12859,19,N40-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.243,4
12860,19,N40-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,233.0,5
12861,19,N40-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.006,4
12862,19,N40-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,2.0,1
12863,19,N40-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,0.17,2
12864,19,N40-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,0.201,4
12865,19,N40-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,426.0,5
12866,19,N40-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,5.0,1
12867,19,N40-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.24,2
12868,19,N40-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.275,4
12869,19,N40-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,193.0,5
12870,19,N40-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,1.0,1
12871,19,N40-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,0.1,2
12872,19,N40-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,598.0,5
12873,19,N40-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,5.0,1
12874,19,N40-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,0.21,2
12875,19,N40-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,0.247,4
12876,19,N40-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,193.0,5
12877,19,N40-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,2.0,1
12878,19,N40-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,0.14,2
12879,19,N40-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,0.185,4
12880,19,N40-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,424.0,5
12881,19,N40-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,403.0,28,1,0.0,0,0,0,5.0,1
12882,19,N40-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,403.0,28,1,0.0,0,0,0,0.21,2
12883,19,N40-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,403.0,28,1,0.0,0,0,0,192.0,5
12884,19,N40-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,4.0,1
12885,19,N40-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,5.0,1
12886,19,N40-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,0.21,2
12887,19,N40-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,0.28,2
12888,19,N40-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,0.262,4
12889,19,N40-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,0.317,4
12890,19,N40-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,192.0,5
12891,19,N40-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,200.0,5
12892,19,N40-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,4.0,1
12893,19,N40-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.18,2
12894,19,N40-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,233.0,5
12895,19,N40-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,2.0,1
12896,19,N40-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,0.14,2
12897,19,N40-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,405.0,5
12898,19,N40-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,3.0,1
12899,19,N40-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.18,2
12900,19,N40-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.225,4
12901,19,N40-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,304.0,5
12902,19,N40-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.005,4
12903,19,N40-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,1.0,1
12904,19,N40-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.1,2
12905,19,N40-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.123,4
12906,19,N40-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,598.0,5
12907,19,N40-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,303.0,28,1,0.0,0,0,0,3.0,1
12908,19,N40-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,303.0,28,1,0.0,0,0,0,0.17,2
12909,19,N40-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,303.0,28,1,0.0,0,0,0,0.216,4
12910,19,N40-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,303.0,28,1,0.0,0,0,0,304.0,5
12911,19,N40-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,5.0,1
12912,19,N40-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,0.22,2
12913,19,N40-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,0.26,4
12914,19,N40-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,193.0,5
12915,19,N40-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,1.0,1
12916,19,N40-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,0.14,2
12917,19,N40-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,0.151,4
12918,19,N40-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,701.0,5
12919,19,N40-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,1.0,1
12920,19,N40-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.18,2
12921,19,N40-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.191,4
12922,19,N40-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,405.0,5
12923,19,N40-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,3.0,1
12924,19,N40-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,3.0,1
12925,19,N40-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.17,2
12926,19,N40-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,0.2,2
12927,19,N40-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,0.235,4
12928,19,N40-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,297.0,5
12929,19,N40-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,304.0,5
12930,19,N40-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,4.0,1
12931,19,N40-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,0.2,2
12932,19,N40-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
12933,19,N40-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,0.25,4
12934,19,N40-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,235.0,5
12935,19,N40-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,2.0,1
12936,19,N40-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.18,2
12937,19,N40-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.216,4
12938,19,N40-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,428.0,5
12939,19,N40-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,4.0,1
12940,19,N40-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,0.18,2
12941,19,N40-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,0.231,4
12942,19,N40-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,316.0,28,1,0.0,0,0,0,235.0,5
12943,19,N40-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,2.0,1
12944,19,N40-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,0.2,2
12945,19,N40-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,0.233,4
12946,19,N40-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,297.0,5
12947,19,N40-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,1.0,1
12948,19,N40-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.06,2
12949,19,N40-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,495.0,5
12950,19,N40-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,4.0,1
12951,19,N40-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.12,2
12952,19,N40-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.161,4
12953,19,N40-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,225.0,5
12954,19,N40-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,285.0,28,1,0.0,0,0,0,6.0,1
12955,19,N40-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,285.0,28,1,0.0,0,0,0,0.16,2
12956,19,N40-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,285.0,28,1,0.0,0,0,0,159.0,5
12957,19,N40-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,2.0,1
12958,19,N40-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.1,2
12959,19,N40-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.11,4
12960,19,N40-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,390.0,5
12961,19,N40-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,3.0,1
12962,19,N40-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.11,2
12963,19,N40-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.115,4
12964,19,N40-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,285.0,5
12965,19,N40-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,6.0,1
12966,19,N40-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.21,2
12967,19,N40-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.352,4
12968,19,N40-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,160.0,5
12969,19,N40-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,1.0,1
12970,19,N40-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.12,2
12971,19,N40-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,623.0,5
12972,19,N40-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,6.0,1
12973,19,N40-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,0.18,2
12974,19,N40-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,0.334,4
12975,19,N40-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,159.0,5
12976,19,N40-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,4.0,1
12977,19,N40-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.11,2
12978,19,N40-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.13,4
12979,19,N40-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,222.0,5
12980,19,N40-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,5.0,1
12981,19,N40-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.12,2
12982,19,N40-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.187,4
12983,19,N40-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,185.0,5
12984,19,N40-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,3.0,1
12985,19,N40-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.09,2
12986,19,N40-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.114,4
12987,19,N40-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,287.0,5
12988,19,N40-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,3.0,1
12989,19,N40-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.09,2
12990,19,N40-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.108,4
12991,19,N40-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,279.0,5
12992,19,N40-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,1.0,1
12993,19,N40-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.09,2
12994,19,N40-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.005,4
12995,19,N40-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.087,4
12996,19,N40-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,590.0,5
12997,19,N40-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,1.0,1
12998,19,N40-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.06,2
12999,19,N40-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.069,4
13000,19,N40-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,495.0,5
13001,19,N40-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,3.0,1
13002,19,N40-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.13,2
13003,19,N40-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,287.0,5
13004,19,N40-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
13005,19,N40-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,5.0,1
13006,19,N40-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.16,2
13007,19,N40-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.315,4
13008,19,N40-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,187.0,5
13009,19,N40-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,5.0,1
13010,19,N40-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.12,2
13011,19,N40-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,185.0,5
13012,19,N40-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,3.0,1
13013,19,N40-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.12,2
13014,19,N40-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.12,4
13015,19,N40-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,286.0,5
13016,19,N40-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,2.0,1
13017,19,N40-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.09,2
13018,19,N40-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,367.0,5
13019,19,N40-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.003,4
13020,19,N40-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,1.0,1
13021,19,N40-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.11,2
13022,19,N40-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.096,4
13023,19,N40-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,604.0,5
13024,19,N40-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,4.0,1
13025,19,N40-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.11,2
13026,19,N40-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.144,4
13027,19,N40-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,222.0,5
13028,19,N40-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,2.0,1
13029,19,N40-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.09,2
13030,19,N40-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.104,4
13031,19,N40-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,393.0,5
13032,19,N40-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,2.0,1
13033,19,N40-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,5.0,1
13034,19,N40-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.09,2
13035,19,N40-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.13,2
13036,19,N40-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.099,4
13037,19,N40-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.277,4
13038,19,N40-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,367.0,5
13039,19,N40-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,186.0,5
13040,19,N40-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,3.0,1
13041,19,N40-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.09,2
13042,19,N40-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,279.0,5
13043,19,N40-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,6.0,1
13044,19,N40-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.16,2
13045,19,N40-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.35,4
13046,19,N40-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,159.0,5
13047,19,N40-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,3.0,1
13048,19,N40-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.1,2
13049,19,N40-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.108,4
13050,19,N40-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,285.0,5
13051,19,N40-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,5.0,1
13052,19,N40-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,0.26,2
13053,19,N40-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,0.351,4
13054,19,N40-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,200.0,5
13055,19,N40-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,5.0,1
13056,19,N40-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.16,2
13057,19,N40-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.228,4
13058,19,N40-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,190.0,5
13059,19,N40-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,1.0,1
13060,19,N40-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,3.0,1
13061,19,N40-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.06,2
13062,19,N40-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.13,2
13063,19,N40-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.059,4
13064,19,N40-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.171,4
13065,19,N40-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,532.0,5
13066,19,N40-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,292.0,5
13067,19,N40-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.001,4
13068,19,N40-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,3.0,1
13069,19,N40-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,4.0,1
13070,19,N40-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,4.0,1
13071,19,N40-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,0.1,2
13072,19,N40-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.12,2
13073,19,N40-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.14,2
13074,19,N40-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,0.158,4
13075,19,N40-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.178,4
13076,19,N40-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.196,4
13077,19,N40-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,285.0,5
13078,19,N40-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,227.0,5
13079,19,N40-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,229.0,5
13080,19,N40-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.003,4
13081,19,N40-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,1.0,1
13082,19,N40-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.07,2
13083,19,N40-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.069,4
13084,19,N40-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,549.0,5
13085,19,N40-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,2.0,1
13086,19,N40-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.1,2
13087,19,N40-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.134,4
13088,19,N40-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,398.0,5
13089,19,N40-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,1.0,1
13090,19,N40-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.04,2
13091,19,N40-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.045,4
13092,19,N40-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,448.0,5
13093,19,N40-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,4.0,1
13094,19,N40-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.12,2
13095,19,N40-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.173,4
13096,19,N40-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,227.0,5
13097,19,N40-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,5.0,1
13098,19,N40-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.13,2
13099,19,N40-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.193,4
13100,19,N40-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,187.0,5
13101,19,N40-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,2.0,1
13102,19,N40-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,3.0,1
13103,19,N40-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,0.08,2
13104,19,N40-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.14,2
13105,19,N40-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,0.104,4
13106,19,N40-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,370.0,5
13107,19,N40-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,295.0,5
13108,19,N40-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,3.0,1
13109,19,N40-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.09,2
13110,19,N40-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.146,4
13111,19,N40-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,281.0,5
13112,19,N40-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,2.0,1
13113,19,N40-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,3.0,1
13114,19,N40-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.1,2
13115,19,N40-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.09,2
13116,19,N40-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.121,4
13117,19,N40-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,399.0,5
13118,19,N40-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,281.0,5
13119,19,N40-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,1.0,1
13120,19,N40-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,4.0,1
13121,19,N40-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.04,2
13122,19,N40-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.13,2
13123,19,N40-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.182,4
13124,19,N40-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,448.0,5
13125,19,N40-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,229.0,5
13126,19,N40-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,3.0,1
13127,19,N40-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,0.11,2
13128,19,N40-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,0.174,4
13129,19,N40-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,287.0,5
13130,19,N40-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,2.0,1
13131,19,N40-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,0.08,2
13132,19,N40-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,370.0,5
13133,19,N40-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,5.0,1
13134,19,N40-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.14,2
13135,19,N40-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.207,4
13136,19,N40-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,189.0,5
13137,19,N40-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,5.0,1
13138,19,N40-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.21,2
13139,19,N40-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.29,4
13140,19,N40-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,191.0,5
13141,19,N40-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,5.0,1
13142,19,N40-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.13,2
13143,19,N40-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,187.0,5
13144,19,N40-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,1.0,1
13145,19,N40-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.07,2
13146,19,N40-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.081,4
13147,19,N40-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,523.0,5
13148,19,N40-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,4.0,1
13149,19,N40-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,0.14,2
13150,19,N40-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,0.167,4
13151,19,N40-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,228.0,5
13152,19,N40-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,3.0,1
13153,19,N40-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.12,2
13154,19,N40-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.139,4
13155,19,N40-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,290.0,5
13156,19,N40-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,244.0,28,1,0.0,0,0,0,5.0,1
13157,19,N40-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,244.0,28,1,0.0,0,0,0,0.17,2
13158,19,N40-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,244.0,28,1,0.0,0,0,0,0.2,4
13159,19,N40-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,244.0,28,1,0.0,0,0,0,188.0,5
13160,19,N40-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.005,4
13161,19,N40-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,4.0,1
13162,19,N40-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.11,2
13163,19,N40-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.143,4
13164,19,N40-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,224.0,5
13165,19,N40-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,2.0,1
13166,19,N40-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,3.0,1
13167,19,N40-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.08,2
13168,19,N40-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.11,2
13169,19,N40-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.095,4
13170,19,N40-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.135,4
13171,19,N40-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,371.0,5
13172,19,N40-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,282.0,5
13173,19,N40-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,5.0,1
13174,19,N40-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.15,2
13175,19,N40-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.002,4
13176,19,N40-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.183,4
13177,19,N40-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,187.0,5
13178,19,N40-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,4.0,1
13179,19,N40-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.11,2
13180,19,N40-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,224.0,5
13181,19,N40-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,6.0,1
13182,19,N40-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,0.15,2
13183,19,N40-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,0.2,4
13184,19,N40-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,159.0,5
13185,19,N40-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
13186,19,N40-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,2.0,1
13187,19,N40-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.13,2
13188,19,N40-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.138,4
13189,19,N40-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,398.0,5
13190,19,N40-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,1.0,1
13191,19,N40-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,0.07,2
13192,19,N40-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,523.0,5
13193,19,N40-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,1.0,1
13194,19,N40-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.1,2
13195,19,N40-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.1,4
13196,19,N40-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,637.0,5
13197,19,N40-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,3.0,1
13198,19,N40-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,0.11,2
13199,19,N40-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,282.0,5
13200,19,N40-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,3.0,1
13201,19,N40-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.13,2
13202,19,N40-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.146,4
13203,19,N40-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,290.0,5
13204,19,N40-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,2.0,1
13205,19,N40-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.08,2
13206,19,N40-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,371.0,5
13207,19,N40-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,4.0,1
13208,19,N40-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.12,2
13209,19,N40-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.149,4
13210,19,N40-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,228.0,5
13211,19,N40-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,6.0,1
13212,19,N40-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,0.2,2
13213,19,N40-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,0.256,4
13214,19,N40-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,160.0,5
13215,19,N40-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,2.0,1
13216,19,N40-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,6.0,1
13217,19,N40-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.11,2
13218,19,N40-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.16,2
13219,19,N40-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.125,4
13220,19,N40-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.211,4
13221,19,N40-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,395.0,5
13222,19,N40-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,159.0,5
13223,19,N40-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,5.0,1
13224,19,N40-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,0.15,2
13225,19,N40-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,187.0,5
13226,19,N40-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,6.0,1
13227,19,N40-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,0.15,2
13228,19,N40-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,159.0,5
13229,19,N40-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,2.0,1
13230,19,N40-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.09,2
13231,19,N40-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.104,4
13232,19,N40-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,391.0,5
13233,19,N40-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,2.0,1
13234,19,N40-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.11,2
13235,19,N40-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.117,4
13236,19,N40-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,393.0,5
13237,19,N40-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,4.0,1
13238,19,N40-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.13,2
13239,19,N40-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.157,4
13240,19,N40-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,227.0,5
13241,19,N40-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,5.0,1
13242,19,N40-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.06,2
13243,19,N40-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.081,4
13244,19,N40-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,174.0,5
13245,19,N40-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,5.0,1
13246,19,N40-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.07,2
13247,19,N40-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.089,4
13248,19,N40-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,177.0,5
13249,19,N40-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,2.0,1
13250,19,N40-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.03,2
13251,19,N40-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,307.0,5
13252,19,N40-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,1.0,1
13253,19,N40-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,0.02,2
13254,19,N40-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,363.0,5
13255,19,N40-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,2.0,1
13256,19,N40-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,0.02,2
13257,19,N40-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,54.0,28,1,0.0,0,0,0,271.0,5
13258,19,N40-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,43.0,28,1,0.0,0,0,0,1.0,1
13259,19,N40-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,43.0,28,1,0.0,0,0,0,0.02,2
13260,19,N40-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,43.0,28,1,0.0,0,0,0,382.0,5
13261,19,N40-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,3.0,1
13262,19,N40-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.03,2
13263,19,N40-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,235.0,5
13264,19,N40-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,6.0,1
13265,19,N40-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.1,2
13266,19,N40-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.128,4
13267,19,N40-20-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,154.0,5
13268,19,N40-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,2.0,1
13269,19,N40-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,0.03,2
13270,19,N40-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,310.0,5
13271,19,N40-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,3.0,1
13272,19,N40-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.03,2
13273,19,N40-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,235.0,5
13274,19,N40-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,5.0,1
13275,19,N40-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.06,2
13276,19,N40-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.083,4
13277,19,N40-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,178.0,5
13278,19,N40-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,2.0,1
13279,19,N40-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.02,2
13280,19,N40-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,271.0,5
13281,19,N40-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,1.0,1
13282,19,N40-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.02,2
13283,19,N40-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,366.0,5
13284,19,N40-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,1.0,1
13285,19,N40-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.01,2
13286,19,N40-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,267.0,5
13287,19,N40-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,3.0,1
13288,19,N40-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,5.0,1
13289,19,N40-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.05,2
13290,19,N40-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.07,2
13291,19,N40-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.066,4
13292,19,N40-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.085,4
13293,19,N40-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,254.0,5
13294,19,N40-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,177.0,5
13295,19,N40-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,5.0,1
13296,19,N40-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.09,2
13297,19,N40-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.117,4
13298,19,N40-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,178.0,5
13299,19,N40-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,6.0,1
13300,19,N40-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.08,2
13301,19,N40-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,153.0,5
13302,19,N40-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,6.0,1
13303,19,N40-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.09,2
13304,19,N40-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.118,4
13305,19,N40-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,154.0,5
13306,19,N40-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,7.0,1
13307,19,N40-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.14,2
13308,19,N40-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.179,4
13309,19,N40-20-1,40,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,135.0,5
13310,19,N40-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,6.0,1
13311,19,N40-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.08,2
13312,19,N40-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.111,4
13313,19,N40-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,153.0,5
13314,19,N40-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,4.0,1
13315,19,N40-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.06,2
13316,19,N40-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.079,4
13317,19,N40-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,207.0,5
13318,19,N40-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,4.0,1
13319,19,N40-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.05,2
13320,19,N40-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.073,4
13321,19,N40-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,207.0,5
13322,19,N40-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,5.0,1
13323,19,N40-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.08,2
13324,19,N40-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.102,4
13325,19,N40-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,178.0,5
13326,19,N40-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,3.0,1
13327,19,N40-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.04,2
13328,19,N40-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,251.0,5
13329,19,N40-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,2.0,1
13330,19,N40-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.04,2
13331,19,N40-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,316.0,5
13332,19,N40-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,7.0,1
13333,19,N40-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.1,2
13334,19,N40-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.163,4
13335,19,N40-20-1,38,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,135.0,5
13336,19,N40-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,3.0,1
13337,19,N40-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
13338,19,N40-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,251.0,5
13339,19,N40-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,4.0,1
13340,19,N40-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.05,2
13341,19,N40-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.069,4
13342,19,N40-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,202.0,5
13343,19,N40-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,7.0,1
13344,19,N40-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,0.1,2
13345,19,N40-20-1,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,135.0,5
13346,19,N40-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,7.0,1
13347,19,N40-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.12,2
13348,19,N40-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.2,4
13349,19,N40-20-1,39,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,135.0,5
13350,19,N40-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,4.0,1
13351,19,N40-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.06,2
13352,19,N40-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.087,4
13353,19,N40-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,208.0,5
13354,19,N40-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,4.0,1
13355,19,N40-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
13356,19,N40-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,202.0,5
13357,19,N40-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,2.0,1
13358,19,N40-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
13359,19,N40-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,320.0,5
13360,19,N40-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,3.0,1
13361,19,N40-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.05,2
13362,19,N40-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,252.0,5
13363,19,N40-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,1.0,1
13364,19,N40-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,0.01,2
13365,19,N40-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,55.0,28,1,0.0,0,0,0,267.0,5
13366,19,N40-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,5.0,1
13367,19,N40-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.06,2
13368,19,N40-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,174.0,5
13369,19,N40-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,2.0,1
13370,19,N40-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.04,2
13371,19,N40-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,31.0,28,1,0.0,0,0,0,0.001,4
13372,19,N40-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.043,4
13373,19,N40-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,301.0,5
13374,19,N40-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,6.0,1
13375,19,N40-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.1,2
13376,19,N40-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,153.0,5
13377,19,N40-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,4.0,1
13378,19,N40-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
13379,19,N40-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,201.0,5
13380,19,N40-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,4.0,1
13381,19,N40-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.04,2
13382,19,N40-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.05,4
13383,19,N40-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,201.0,5
13384,19,N40-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,4.0,1
13385,19,N40-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.05,2
13386,19,N40-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.063,4
13387,19,N40-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,207.0,5
13388,19,N40-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,4.0,1
13389,19,N40-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.05,2
13390,19,N40-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.056,4
13391,19,N40-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,206.0,5
13392,19,N40-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,5.0,1
13393,19,N40-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.08,2
13394,19,N40-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.094,4
13395,19,N40-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,178.0,5
13396,19,N40-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,1.0,1
13397,19,N40-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.03,2
13398,19,N40-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.028,4
13399,19,N40-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,439.0,5
13400,19,N40-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,6.0,1
13401,19,N40-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.1,2
13402,19,N40-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.128,4
13403,19,N40-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,153.0,5
13404,19,N40-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,1.0,1
13405,19,N40-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,0.02,2
13406,19,N40-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,343.0,5
13407,19,N40-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,5.0,1
13408,19,N40-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.08,2
13409,19,N40-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.098,4
13410,19,N40-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,178.0,5
13411,19,N40-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,3.0,1
13412,19,N40-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
13413,19,N40-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,43.0,28,1,0.0,0,0,0,0.003,4
13414,19,N40-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.049,4
13415,19,N40-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,253.0,5
13416,19,N40-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,2.0,1
13417,19,N40-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.04,2
13418,19,N40-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,301.0,5
13419,19,N40-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,3.0,1
13420,19,N40-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,5.0,1
13421,19,N40-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.04,2
13422,19,N40-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.07,2
13423,19,N40-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,243.0,5
13424,19,N40-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,176.0,5
13425,19,N40-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,2.0,1
13426,19,N40-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.04,2
13427,19,N40-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.046,4
13428,19,N40-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,327.0,5
13429,19,N40-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,4.0,1
13430,19,N40-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.07,2
13431,19,N40-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.085,4
13432,19,N40-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,211.0,5
13433,19,N40-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,1.0,1
13434,19,N40-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.03,2
13435,19,N40-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.032,4
13436,19,N40-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,442.0,5
13437,19,N40-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,5.0,1
13438,19,N40-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.07,2
13439,19,N40-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.09,4
13440,19,N40-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,176.0,5
13441,19,N40-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,6.0,1
13442,19,N40-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.16,2
13443,19,N40-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.194,4
13444,19,N40-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,155.0,5
13445,19,N40-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,4.0,1
13446,19,N40-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.06,2
13447,19,N40-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.07,4
13448,19,N40-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,209.0,5
13449,19,N40-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,1.0,1
13450,19,N40-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,6.0,1
13451,19,N40-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.04,2
13452,19,N40-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.13,2
13453,19,N40-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.038,4
13454,19,N40-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.181,4
13455,19,N40-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,463.0,5
13456,19,N40-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,155.0,5
13457,19,N40-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,4.0,1
13458,19,N40-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.04,2
13459,19,N40-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.052,4
13460,19,N40-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,206.0,5
13461,19,N40-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,46.0,28,1,0.0,0,0,0,1.0,1
13462,19,N40-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,46.0,28,1,0.0,0,0,0,0.02,2
13463,19,N40-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,46.0,28,1,0.0,0,0,0,0.022,4
13464,19,N40-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,46.0,28,1,0.0,0,0,0,343.0,5
13465,19,N40-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,5.0,1
13466,19,N40-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,0.09,2
13467,19,N40-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,0.108,4
13468,19,N40-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,178.0,5
13469,19,N40-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,6.0,1
13470,19,N40-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.1,2
13471,19,N40-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.135,4
13472,19,N40-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,154.0,5
13473,19,N40-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,4.0,1
13474,19,N40-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.06,2
13475,19,N40-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.078,4
13476,19,N40-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,210.0,5
13477,19,N40-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,3.0,1
13478,19,N40-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.04,2
13479,19,N40-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.047,4
13480,19,N40-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,243.0,5
13481,19,N40-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,5.0,1
13482,19,N40-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,5.0,1
13483,19,N40-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.05,2
13484,19,N40-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.06,2
13485,19,N40-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.06,4
13486,19,N40-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.072,4
13487,19,N40-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,176.0,5
13488,19,N40-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,177.0,5
13489,19,N40-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,1.0,1
13490,19,N40-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.03,2
13491,19,N40-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.033,4
13492,19,N40-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,378.0,5
13493,19,N40-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,4.0,1
13494,19,N40-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.04,2
13495,19,N40-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.047,4
13496,19,N40-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,203.0,5
13497,19,N40-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,4.0,1
13498,19,N40-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.03,2
13499,19,N40-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,197.0,5
13500,19,N40-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,4.0,1
13501,19,N40-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.03,2
13502,19,N40-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.045,4
13503,19,N40-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,197.0,5
13504,19,N40-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,6.0,1
13505,19,N40-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.08,2
13506,19,N40-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.123,4
13507,19,N40-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,154.0,5
13508,19,N40-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,3.0,1
13509,19,N40-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.04,2
13510,19,N40-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.044,4
13511,19,N40-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,249.0,5
13512,19,N40-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,1.0,1
13513,19,N40-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,7.0,1
13514,19,N40-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.03,2
13515,19,N40-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.08,2
13516,19,N40-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.123,4
13517,19,N40-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,378.0,5
13518,19,N40-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,135.0,5
13519,19,N40-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,3.0,1
13520,19,N40-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.04,2
13521,19,N40-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.043,4
13522,19,N40-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,249.0,5
13523,19,N40-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,5.0,1
13524,19,N40-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.04,2
13525,19,N40-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.05,4
13526,19,N40-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,169.0,5
13527,19,N40-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,58.0,28,1,0.0,0,0,0,1.0,1
13528,19,N40-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,58.0,28,1,0.0,0,0,0,0.06,2
13529,19,N40-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,58.0,28,1,0.0,0,0,0,605.0,5
13530,19,N40-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,2.0,1
13531,19,N40-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.04,2
13532,19,N40-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.036,4
13533,19,N40-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,324.0,5
13534,19,N40-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,7.0,1
13535,19,N40-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.08,2
13536,19,N40-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,135.0,5
13537,19,N40-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,7.0,1
13538,19,N40-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.15,2
13539,19,N40-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.178,4
13540,19,N40-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,136.0,5
13541,19,N40-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,2.0,1
13542,19,N40-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.04,2
13543,19,N40-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.036,4
13544,19,N40-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,324.0,5
13545,19,N40-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,5.0,1
13546,19,N40-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.06,2
13547,19,N40-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.066,4
13548,19,N40-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,176.0,5
13549,19,N40-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,7.0,1
13550,19,N40-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.08,2
13551,19,N40-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.126,4
13552,19,N40-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,135.0,5
13553,19,N40-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,6.0,1
13554,19,N40-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.06,2
13555,19,N40-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.084,4
13556,19,N40-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,153.0,5
13557,19,N40-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,6.0,1
13558,19,N40-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.06,2
13559,19,N40-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.078,4
13560,19,N40-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,151.0,5
13561,19,N40-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,7.0,1
13562,19,N40-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.1,2
13563,19,N40-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.143,4
13564,19,N40-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,135.0,5
13565,19,N40-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,7.0,1
13566,19,N40-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.12,2
13567,19,N40-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.179,4
13568,19,N40-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,136.0,5
13569,19,N40-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,5.0,1
13570,19,N40-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
13571,19,N40-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.055,4
13572,19,N40-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,175.0,5
13573,19,N40-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,7.0,1
13574,19,N40-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.14,2
13575,19,N40-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.194,4
13576,19,N40-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,136.0,5
13577,19,N40-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,6.0,1
13578,19,N40-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,0.06,2
13579,19,N40-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,151.0,5
13580,19,N40-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,3.0,1
13581,19,N40-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.03,2
13582,19,N40-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,237.0,5
13583,19,N40-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,6.0,1
13584,19,N40-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,0.07,2
13585,19,N40-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,0.09,4
13586,19,N40-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,153.0,5
13587,19,N40-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,3.0,1
13588,19,N40-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.03,2
13589,19,N40-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.04,4
13590,19,N40-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,237.0,5
13591,19,N40-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,5.0,1
13592,19,N40-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
13593,19,N40-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[34.6,39.9,48.4]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.39,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,169.0,5
13594,19,N42-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,2.0,1
13595,19,N42-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,0.27,2
13596,19,N42-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,0.278,4
13597,19,N42-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,439.0,5
13598,19,N42-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,453.0,28,1,0.0,0,0,0,5.0,1
13599,19,N42-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,453.0,28,1,0.0,0,0,0,0.29,2
13600,19,N42-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,453.0,28,1,0.0,0,0,0,0.345,4
13601,19,N42-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,453.0,28,1,0.0,0,0,0,193.0,5
13602,19,N42-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,373.0,28,1,0.0,0,0,0,1.0,1
13603,19,N42-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,373.0,28,1,0.0,0,0,0,0.12,2
13604,19,N42-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,373.0,28,1,0.0,0,0,0,607.0,5
13605,19,N42-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,1.0,1
13606,19,N42-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,0.16,2
13607,19,N42-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,0.177,4
13608,19,N42-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,697.0,5
13609,19,N42-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,484.0,28,1,0.0,0,0,0,4.0,1
13610,19,N42-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,484.0,28,1,0.0,0,0,0,0.28,2
13611,19,N42-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,484.0,28,1,0.0,0,0,0,236.0,5
13612,19,N42-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,3.0,1
13613,19,N42-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,0.28,2
13614,19,N42-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,0.288,4
13615,19,N42-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,309.0,5
13616,19,N42-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,2.0,1
13617,19,N42-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,0.24,2
13618,19,N42-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,0.232,4
13619,19,N42-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,439.0,5
13620,19,N42-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.005,4
13621,19,N42-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,2.0,1
13622,19,N42-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,0.21,2
13623,19,N42-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,0.195,4
13624,19,N42-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,424.0,5
13625,19,N42-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,423.0,28,1,0.0,0,0,0,3.0,1
13626,19,N42-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,423.0,28,1,0.0,0,0,0,0.22,2
13627,19,N42-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,423.0,28,1,0.0,0,0,0,303.0,5
13628,19,N42-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,3.0,1
13629,19,N42-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,0.3,2
13630,19,N42-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,0.318,4
13631,19,N42-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,309.0,5
13632,19,N42-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,2.0,1
13633,19,N42-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,0.26,2
13634,19,N42-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,0.254,4
13635,19,N42-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,439.0,5
13636,19,N42-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,1.0,1
13637,19,N42-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,0.21,2
13638,19,N42-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,0.273,4
13639,19,N42-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,734.0,5
13640,19,N42-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,3.0,1
13641,19,N42-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,0.26,2
13642,19,N42-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,0.273,4
13643,19,N42-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,309.0,5
13644,19,N42-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,2.0,1
13645,19,N42-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,0.21,2
13646,19,N42-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,424.0,5
13647,19,N42-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,1.0,1
13648,19,N42-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.12,2
13649,19,N42-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.14,4
13650,19,N42-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,607.0,5
13651,19,N42-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,1.0,1
13652,19,N42-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,0.14,2
13653,19,N42-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,0.156,4
13654,19,N42-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,687.0,5
13655,19,N42-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.003,4
13656,19,N42-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,3.0,1
13657,19,N42-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,0.22,2
13658,19,N42-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,0.25,4
13659,19,N42-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,303.0,5
13660,19,N42-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,5.0,1
13661,19,N42-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.26,2
13662,19,N42-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.326,4
13663,19,N42-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,193.0,5
13664,19,N42-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,1.0,1
13665,19,N42-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,0.24,2
13666,19,N42-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,0.314,4
13667,19,N42-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,748.0,5
13668,19,N42-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,5.0,1
13669,19,N42-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,0.28,2
13670,19,N42-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
13671,19,N42-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,0.321,4
13672,19,N42-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,236.0,5
13673,19,N42-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,2.0,1
13674,19,N42-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.21,2
13675,19,N42-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.243,4
13676,19,N42-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,422.0,5
13677,19,N42-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,1.0,1
13678,19,N42-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.22,2
13679,19,N42-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.218,4
13680,19,N42-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,740.0,5
13681,19,N42-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,478.0,28,1,0.0,0,0,0,4.0,1
13682,19,N42-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,478.0,28,1,0.0,0,0,0,0.35,2
13683,19,N42-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,478.0,28,1,0.0,0,0,0,0.477,4
13684,19,N42-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,478.0,28,1,0.0,0,0,0,239.0,5
13685,19,N42-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,2.0,1
13686,19,N42-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.25,2
13687,19,N42-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.272,4
13688,19,N42-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,436.0,5
13689,19,N42-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,1.0,1
13690,19,N42-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,0.17,2
13691,19,N42-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,657.0,5
13692,19,N42-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,2.0,1
13693,19,N42-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.24,2
13694,19,N42-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.261,4
13695,19,N42-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,436.0,5
13696,19,N42-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,1.0,1
13697,19,N42-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,0.17,2
13698,19,N42-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,0.18,4
13699,19,N42-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,657.0,5
13700,19,N42-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,1.0,1
13701,19,N42-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.25,2
13702,19,N42-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.246,4
13703,19,N42-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,748.0,5
13704,19,N42-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,446.0,28,1,0.0,0,0,0,2.0,1
13705,19,N42-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,446.0,28,1,0.0,0,0,0,0.3,2
13706,19,N42-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,446.0,28,1,0.0,0,0,0,0.325,4
13707,19,N42-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,446.0,28,1,0.0,0,0,0,441.0,5
13708,19,N42-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,3.0,1
13709,19,N42-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,0.33,2
13710,19,N42-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,0.438,4
13711,19,N42-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,447.0,28,1,0.0,0,0,0,312.0,5
13712,19,N42-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,2.0,1
13713,19,N42-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,0.37,2
13714,19,N42-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,449.0,5
13715,19,N42-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,3.0,1
13716,19,N42-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,0.3,2
13717,19,N42-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,0.451,4
13718,19,N42-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,471.0,28,1,0.0,0,0,0,308.0,5
13719,19,N42-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.004,4
13720,19,N42-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,2.0,1
13721,19,N42-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,0.27,2
13722,19,N42-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,0.291,4
13723,19,N42-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,438.0,5
13724,19,N42-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,473.0,28,1,0.0,0,0,0,3.0,1
13725,19,N42-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,473.0,28,1,0.0,0,0,0,0.36,2
13726,19,N42-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,473.0,28,1,0.0,0,0,0,0.461,4
13727,19,N42-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,473.0,28,1,0.0,0,0,0,312.0,5
13728,19,N42-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.001,4
13729,19,N42-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,2.0,1
13730,19,N42-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,0.21,2
13731,19,N42-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,422.0,5
13732,19,N42-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,477.0,28,1,0.0,0,0,0,4.0,1
13733,19,N42-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,4.0,1
13734,19,N42-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,477.0,28,1,0.0,0,0,0,0.31,2
13735,19,N42-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,0.33,2
13736,19,N42-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,0.455,4
13737,19,N42-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,477.0,28,1,0.0,0,0,0,238.0,5
13738,19,N42-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,239.0,5
13739,19,N42-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,4.0,1
13740,19,N42-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.31,2
13741,19,N42-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.431,4
13742,19,N42-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,238.0,5
13743,19,N42-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,3.0,1
13744,19,N42-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.3,2
13745,19,N42-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.4,4
13746,19,N42-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,308.0,5
13747,19,N42-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,2.0,1
13748,19,N42-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,0.19,2
13749,19,N42-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,0.227,4
13750,19,N42-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,423.0,5
13751,19,N42-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,1.0,1
13752,19,N42-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.25,2
13753,19,N42-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.223,4
13754,19,N42-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,774.0,5
13755,19,N42-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,4.0,1
13756,19,N42-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,0.24,2
13757,19,N42-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,236.0,5
13758,19,N42-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,2.0,1
13759,19,N42-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.28,2
13760,19,N42-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.278,4
13761,19,N42-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,442.0,5
13762,19,N42-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.004,4
13763,19,N42-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,2.0,1
13764,19,N42-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,4.0,1
13765,19,N42-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,0.24,2
13766,19,N42-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,0.24,2
13767,19,N42-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,0.243,4
13768,19,N42-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,0.291,4
13769,19,N42-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,441.0,5
13770,19,N42-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,370.0,28,1,0.0,0,0,0,236.0,5
13771,19,N42-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.002,4
13772,19,N42-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,1.0,1
13773,19,N42-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.28,2
13774,19,N42-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,762.0,5
13775,19,N42-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,4.0,1
13776,19,N42-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,0.29,2
13777,19,N42-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,0.334,4
13778,19,N42-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,238.0,5
13779,19,N42-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,1.0,1
13780,19,N42-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,0.11,2
13781,19,N42-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,0.065,4
13782,19,N42-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,612.0,5
13783,19,N42-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,5.0,1
13784,19,N42-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,0.26,2
13785,19,N42-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,0.31,4
13786,19,N42-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,193.0,5
13787,19,N42-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,2.0,1
13788,19,N42-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.26,2
13789,19,N42-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.256,4
13790,19,N42-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,441.0,5
13791,19,N42-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,3.0,1
13792,19,N42-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.25,2
13793,19,N42-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.283,4
13794,19,N42-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,305.0,5
13795,19,N42-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,2.0,1
13796,19,N42-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,0.3,2
13797,19,N42-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,0.298,4
13798,19,N42-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,443.0,5
13799,19,N42-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,4.0,1
13800,19,N42-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,0.28,2
13801,19,N42-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,0.324,4
13802,19,N42-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,238.0,5
13803,19,N42-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,1.0,1
13804,19,N42-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,0.11,2
13805,19,N42-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,612.0,5
13806,19,N42-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,3.0,1
13807,19,N42-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,0.25,2
13808,19,N42-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,305.0,5
13809,19,N42-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,4.0,1
13810,19,N42-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,0.26,2
13811,19,N42-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,0.311,4
13812,19,N42-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,238.0,5
13813,19,N42-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,1.0,1
13814,19,N42-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.22,2
13815,19,N42-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.185,4
13816,19,N42-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,767.0,5
13817,19,N42-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,2.0,1
13818,19,N42-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.19,2
13819,19,N42-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.249,4
13820,19,N42-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,423.0,5
13821,19,N42-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.006,4
13822,19,N42-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,5.0,1
13823,19,N42-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,0.29,2
13824,19,N42-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,0.347,4
13825,19,N42-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,193.0,5
13826,19,N42-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,3.0,1
13827,19,N42-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,0.28,2
13828,19,N42-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,0.305,4
13829,19,N42-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,310.0,5
13830,19,N42-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,446.0,28,1,0.0,0,0,0,5.0,1
13831,19,N42-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,446.0,28,1,0.0,0,0,0,0.26,2
13832,19,N42-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,446.0,28,1,0.0,0,0,0,193.0,5
13833,19,N42-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,1.0,1
13834,19,N42-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,0.16,2
13835,19,N42-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,0.085,4
13836,19,N42-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,334.0,28,1,0.0,0,0,0,703.0,5
13837,19,N42-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,6.0,1
13838,19,N42-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.21,2
13839,19,N42-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.315,4
13840,19,N42-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,160.0,5
13841,19,N42-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,1.0,1
13842,19,N42-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,1.0,1
13843,19,N42-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.06,2
13844,19,N42-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.11,2
13845,19,N42-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.069,4
13846,19,N42-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.106,4
13847,19,N42-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,495.0,5
13848,19,N42-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,604.0,5
13849,19,N42-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,3.0,1
13850,19,N42-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.09,2
13851,19,N42-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,279.0,5
13852,19,N42-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,3.0,1
13853,19,N42-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.09,2
13854,19,N42-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.004,4
13855,19,N42-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.11,4
13856,19,N42-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,287.0,5
13857,19,N42-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,5.0,1
13858,19,N42-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,6.0,1
13859,19,N42-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.13,2
13860,19,N42-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.16,2
13861,19,N42-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.167,4
13862,19,N42-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.209,4
13863,19,N42-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,166.0,5
13864,19,N42-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,187.0,5
13865,19,N42-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,2.0,1
13866,19,N42-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.09,2
13867,19,N42-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.102,4
13868,19,N42-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,367.0,5
13869,19,N42-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,3.0,1
13870,19,N42-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.12,2
13871,19,N42-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.129,4
13872,19,N42-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,286.0,5
13873,19,N42-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,3.0,1
13874,19,N42-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.09,2
13875,19,N42-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.104,4
13876,19,N42-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,279.0,5
13877,19,N42-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,2.0,1
13878,19,N42-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.1,2
13879,19,N42-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.11,4
13880,19,N42-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,390.0,5
13881,19,N42-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,4.0,1
13882,19,N42-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.12,2
13883,19,N42-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.15,4
13884,19,N42-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,225.0,5
13885,19,N42-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,3.0,1
13886,19,N42-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.13,2
13887,19,N42-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,287.0,5
13888,19,N42-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,6.0,1
13889,19,N42-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.16,2
13890,19,N42-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,0.257,4
13891,19,N42-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,267.0,28,1,0.0,0,0,0,159.0,5
13892,19,N42-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.002,4
13893,19,N42-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.006,4
13894,19,N42-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,2.0,1
13895,19,N42-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.09,2
13896,19,N42-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.109,4
13897,19,N42-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,393.0,5
13898,19,N42-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,1.0,1
13899,19,N42-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,5.0,1
13900,19,N42-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.12,2
13901,19,N42-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.12,2
13902,19,N42-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.157,4
13903,19,N42-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,623.0,5
13904,19,N42-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,185.0,5
13905,19,N42-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,2.0,1
13906,19,N42-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.09,2
13907,19,N42-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.118,4
13908,19,N42-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,367.0,5
13909,19,N42-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,6.0,1
13910,19,N42-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,0.18,2
13911,19,N42-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,0.266,4
13912,19,N42-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,286.0,28,1,0.0,0,0,0,159.0,5
13913,19,N42-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,1.0,1
13914,19,N42-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.09,2
13915,19,N42-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.094,4
13916,19,N42-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,590.0,5
13917,19,N42-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,3.0,1
13918,19,N42-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.1,2
13919,19,N42-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.111,4
13920,19,N42-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,285.0,5
13921,19,N42-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,4.0,1
13922,19,N42-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.11,2
13923,19,N42-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.144,4
13924,19,N42-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,222.0,5
13925,19,N42-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,3.0,1
13926,19,N42-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,0.11,2
13927,19,N42-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,285.0,5
13928,19,N42-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,1.0,1
13929,19,N42-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,4.0,1
13930,19,N42-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.06,2
13931,19,N42-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.11,2
13932,19,N42-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.136,4
13933,19,N42-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,495.0,5
13934,19,N42-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,222.0,5
13935,19,N42-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,5.0,1
13936,19,N42-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.12,2
13937,19,N42-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,185.0,5
13938,19,N42-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,6.0,1
13939,19,N42-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.2,2
13940,19,N42-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.264,4
13941,19,N42-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,160.0,5
13942,19,N42-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,6.0,1
13943,19,N42-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,0.16,2
13944,19,N42-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,0.22,4
13945,19,N42-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,159.0,5
13946,19,N42-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,5.0,1
13947,19,N42-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.12,2
13948,19,N42-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.154,4
13949,19,N42-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,226.0,5
13950,19,N42-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,2.0,1
13951,19,N42-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.12,2
13952,19,N42-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.135,4
13953,19,N42-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,397.0,5
13954,19,N42-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,5.0,1
13955,19,N42-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.12,2
13956,19,N42-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.156,4
13957,19,N42-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,187.0,5
13958,19,N42-14-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
13959,19,N42-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,1.0,1
13960,19,N42-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.11,2
13961,19,N42-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.115,4
13962,19,N42-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,638.0,5
13963,19,N42-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,4.0,1
13964,19,N42-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.11,2
13965,19,N42-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,223.0,5
13966,19,N42-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,2.0,1
13967,19,N42-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.09,2
13968,19,N42-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.119,4
13969,19,N42-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,375.0,5
13970,19,N42-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,5.0,1
13971,19,N42-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.11,2
13972,19,N42-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.144,4
13973,19,N42-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,185.0,5
13974,19,N42-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,6.0,1
13975,19,N42-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,0.15,2
13976,19,N42-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,0.217,4
13977,19,N42-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,159.0,5
13978,19,N42-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,6.0,1
13979,19,N42-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.14,2
13980,19,N42-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.188,4
13981,19,N42-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,187.0,5
13982,19,N42-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,3.0,1
13983,19,N42-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.13,2
13984,19,N42-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.147,4
13985,19,N42-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,400.0,5
13986,19,N42-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.005,4
13987,19,N42-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,1.0,1
13988,19,N42-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.06,2
13989,19,N42-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.073,4
13990,19,N42-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,476.0,5
13991,19,N42-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,2.0,1
13992,19,N42-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.11,2
13993,19,N42-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.126,4
13994,19,N42-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,396.0,5
13995,19,N42-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,4.0,1
13996,19,N42-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.12,2
13997,19,N42-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.151,4
13998,19,N42-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,286.0,5
13999,19,N42-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,1.0,1
14000,19,N42-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.06,2
14001,19,N42-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,476.0,5
14002,19,N42-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,5.0,1
14003,19,N42-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.11,2
14004,19,N42-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,185.0,5
14005,19,N42-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,4.0,1
14006,19,N42-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.11,2
14007,19,N42-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.148,4
14008,19,N42-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,223.0,5
14009,19,N42-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,210.0,28,1,0.0,0,0,0,5.0,1
14010,19,N42-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,210.0,28,1,0.0,0,0,0,0.13,2
14011,19,N42-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,210.0,28,1,0.0,0,0,0,0.165,4
14012,19,N42-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,210.0,28,1,0.0,0,0,0,187.0,5
14013,19,N42-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,2.0,1
14014,19,N42-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.13,2
14015,19,N42-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.13,4
14016,19,N42-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,643.0,5
14017,19,N42-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,257.0,28,1,0.0,0,0,0,6.0,1
14018,19,N42-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,257.0,28,1,0.0,0,0,0,0.15,2
14019,19,N42-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,257.0,28,1,0.0,0,0,0,159.0,5
14020,19,N42-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,3.0,1
14021,19,N42-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,0.1,2
14022,19,N42-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,280.0,5
14023,19,N42-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,3.0,1
14024,19,N42-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,0.1,2
14025,19,N42-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,0.139,4
14026,19,N42-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,280.0,5
14027,19,N42-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,2.0,1
14028,19,N42-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.09,2
14029,19,N42-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,375.0,5
14030,19,N42-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,67.0,28,1,0.0,0,0,0,0.003,4
14031,19,N42-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,1.0,1
14032,19,N42-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,2.0,1
14033,19,N42-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.08,2
14034,19,N42-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.09,2
14035,19,N42-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.08,4
14036,19,N42-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.099,4
14037,19,N42-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,574.0,5
14038,19,N42-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,375.0,5
14039,19,N42-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,5.0,1
14040,19,N42-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.1,2
14041,19,N42-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.131,4
14042,19,N42-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,185.0,5
14043,19,N42-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,5.0,1
14044,19,N42-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.09,2
14045,19,N42-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,184.0,5
14046,19,N42-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,4.0,1
14047,19,N42-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.09,2
14048,19,N42-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.103,4
14049,19,N42-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,222.0,5
14050,19,N42-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,4.0,1
14051,19,N42-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,0.08,2
14052,19,N42-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,219.0,5
14053,19,N42-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,1.0,1
14054,19,N42-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.07,2
14055,19,N42-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.07,4
14056,19,N42-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,557.0,5
14057,19,N42-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,5.0,1
14058,19,N42-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.13,2
14059,19,N42-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.173,4
14060,19,N42-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,186.0,5
14061,19,N42-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,6.0,1
14062,19,N42-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.19,2
14063,19,N42-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,160.0,5
14064,19,N42-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,1.0,1
14065,19,N42-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,0.06,2
14066,19,N42-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,0.056,4
14067,19,N42-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,524.0,5
14068,19,N42-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,279.0,28,1,0.0,0,0,0,6.0,1
14069,19,N42-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,6.0,1
14070,19,N42-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,279.0,28,1,0.0,0,0,0,0.19,2
14071,19,N42-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.2,2
14072,19,N42-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,279.0,28,1,0.0,0,0,0,0.249,4
14073,19,N42-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.259,4
14074,19,N42-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,279.0,28,1,0.0,0,0,0,160.0,5
14075,19,N42-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,160.0,5
14076,19,N42-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,2.0,1
14077,19,N42-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,0.07,2
14078,19,N42-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,357.0,5
14079,19,N42-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,2.0,1
14080,19,N42-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,0.07,2
14081,19,N42-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,0.092,4
14082,19,N42-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,357.0,5
14083,19,N42-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,3.0,1
14084,19,N42-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.08,2
14085,19,N42-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.101,4
14086,19,N42-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,274.0,5
14087,19,N42-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,5.0,1
14088,19,N42-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.12,2
14089,19,N42-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.152,4
14090,19,N42-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,186.0,5
14091,19,N42-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,5.0,1
14092,19,N42-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.1,2
14093,19,N42-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.118,4
14094,19,N42-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,185.0,5
14095,19,N42-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,3.0,1
14096,19,N42-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.08,2
14097,19,N42-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,274.0,5
14098,19,N42-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.001,4
14099,19,N42-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,5.0,1
14100,19,N42-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.19,2
14101,19,N42-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.238,4
14102,19,N42-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,189.0,5
14103,19,N42-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,5.0,1
14104,19,N42-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.09,2
14105,19,N42-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.105,4
14106,19,N42-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,184.0,5
14107,19,N42-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,1.0,1
14108,19,N42-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.04,2
14109,19,N42-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,445.0,5
14110,19,N42-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,1.0,1
14111,19,N42-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.1,2
14112,19,N42-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.092,4
14113,19,N42-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,597.0,5
14114,19,N42-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.003,4
14115,19,N42-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,4.0,1
14116,19,N42-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,0.08,2
14117,19,N42-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,0.097,4
14118,19,N42-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,219.0,5
14119,19,N42-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,4.0,1
14120,19,N42-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.1,2
14121,19,N42-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.109,4
14122,19,N42-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,223.0,5
14123,19,N42-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,1.0,1
14124,19,N42-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.04,2
14125,19,N42-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.047,4
14126,19,N42-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,445.0,5
14127,19,N42-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,5.0,1
14128,19,N42-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.17,2
14129,19,N42-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,0.219,4
14130,19,N42-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,262.0,28,1,0.0,0,0,0,188.0,5
14131,19,N42-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,5.0,1
14132,19,N42-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.06,2
14133,19,N42-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.082,4
14134,19,N42-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,174.0,5
14135,19,N42-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,5.0,1
14136,19,N42-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.06,2
14137,19,N42-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.075,4
14138,19,N42-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,173.0,5
14139,19,N42-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,1.0,1
14140,19,N42-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.02,2
14141,19,N42-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,320.0,5
14142,19,N42-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,8.0,1
14143,19,N42-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.12,2
14144,19,N42-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.184,4
14145,19,N42-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,121.0,5
14146,19,N42-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,4.0,1
14147,19,N42-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.04,2
14148,19,N42-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,195.0,5
14149,19,N42-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,6.0,1
14150,19,N42-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.09,2
14151,19,N42-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,153.0,5
14152,19,N42-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,4.0,1
14153,19,N42-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,5.0,1
14154,19,N42-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.05,2
14155,19,N42-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.07,2
14156,19,N42-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,0.006,4
14157,19,N42-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.062,4
14158,19,N42-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.101,4
14159,19,N42-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,201.0,5
14160,19,N42-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,175.0,5
14161,19,N42-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,4.0,1
14162,19,N42-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.05,2
14163,19,N42-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.066,4
14164,19,N42-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,202.0,5
14165,19,N42-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,4.0,1
14166,19,N42-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.04,2
14167,19,N42-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.011,4
14168,19,N42-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,195.0,5
14169,19,N42-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,1.0,1
14170,19,N42-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.03,2
14171,19,N42-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.005,4
14172,19,N42-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,376.0,5
14173,19,N42-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,8.0,1
14174,19,N42-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.12,2
14175,19,N42-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.177,4
14176,19,N42-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,121.0,5
14177,19,N42-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,2.0,1
14178,19,N42-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.03,2
14179,19,N42-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.003,4
14180,19,N42-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,256.0,5
14181,19,N42-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,3.0,1
14182,19,N42-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.03,2
14183,19,N42-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,218.0,5
14184,19,N42-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,3.0,1
14185,19,N42-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,8.0,1
14186,19,N42-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.03,2
14187,19,N42-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.12,2
14188,19,N42-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.001,4
14189,19,N42-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.17,4
14190,19,N42-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,218.0,5
14191,19,N42-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,120.0,5
14192,19,N42-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
14193,19,N42-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.02,2
14194,19,N42-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,320.0,5
14195,19,N42-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,3.0,1
14196,19,N42-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.04,2
14197,19,N42-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,235.0,5
14198,19,N42-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,6.0,1
14199,19,N42-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.12,2
14200,19,N42-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.194,4
14201,19,N42-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,154.0,5
14202,19,N42-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,2.0,1
14203,19,N42-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.03,2
14204,19,N42-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,275.0,5
14205,19,N42-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,4.0,1
14206,19,N42-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
14207,19,N42-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.057,4
14208,19,N42-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,200.0,5
14209,19,N42-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,5.0,1
14210,19,N42-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
14211,19,N42-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.071,4
14212,19,N42-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,171.0,5
14213,19,N42-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,3.0,1
14214,19,N42-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,6.0,1
14215,19,N42-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.03,2
14216,19,N42-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.1,2
14217,19,N42-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.151,4
14218,19,N42-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,228.0,5
14219,19,N42-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,153.0,5
14220,19,N42-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,2.0,1
14221,19,N42-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,5.0,1
14222,19,N42-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.03,2
14223,19,N42-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.09,2
14224,19,N42-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.005,4
14225,19,N42-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.122,4
14226,19,N42-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,256.0,5
14227,19,N42-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,176.0,5
14228,19,N42-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,2.0,1
14229,19,N42-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.03,2
14230,19,N42-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,277.0,5
14231,19,N42-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,1.0,1
14232,19,N42-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.04,2
14233,19,N42-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,389.0,5
14234,19,N42-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,3.0,1
14235,19,N42-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.03,2
14236,19,N42-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.001,4
14237,19,N42-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,225.0,5
14238,19,N42-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,5.0,1
14239,19,N42-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.05,2
14240,19,N42-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.071,4
14241,19,N42-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,171.0,5
14242,19,N42-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,6.0,1
14243,19,N42-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.09,2
14244,19,N42-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.142,4
14245,19,N42-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,153.0,5
14246,19,N42-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,33.0,28,1,0.0,0,0,0,0.003,4
14247,19,N42-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,3.0,1
14248,19,N42-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.03,2
14249,19,N42-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.041,4
14250,19,N42-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,213.0,5
14251,19,N42-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,3.0,1
14252,19,N42-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.03,2
14253,19,N42-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.042,4
14254,19,N42-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,232.0,5
14255,19,N42-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,5.0,1
14256,19,N42-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.04,2
14257,19,N42-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,168.0,5
14258,19,N42-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,4.0,1
14259,19,N42-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,4.0,1
14260,19,N42-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.04,2
14261,19,N42-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.04,2
14262,19,N42-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.048,4
14263,19,N42-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,193.0,5
14264,19,N42-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,199.0,5
14265,19,N42-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,7.0,1
14266,19,N42-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.06,2
14267,19,N42-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,133.0,5
14268,19,N42-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,4.0,1
14269,19,N42-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
14270,19,N42-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.047,4
14271,19,N42-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,193.0,5
14272,19,N42-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,7.0,1
14273,19,N42-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.14,2
14274,19,N42-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.193,4
14275,19,N42-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,135.0,5
14276,19,N42-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,5.0,1
14277,19,N42-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.05,2
14278,19,N42-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.058,4
14279,19,N42-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,170.0,5
14280,19,N42-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,5.0,1
14281,19,N42-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.05,2
14282,19,N42-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.071,4
14283,19,N42-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,172.0,5
14284,19,N42-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,45.0,28,1,0.0,0,0,0,0.004,4
14285,19,N42-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,3.0,1
14286,19,N42-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.04,2
14287,19,N42-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.049,4
14288,19,N42-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,234.0,5
14289,19,N42-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,7.0,1
14290,19,N42-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.07,2
14291,19,N42-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.111,4
14292,19,N42-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,133.0,5
14293,19,N42-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,3.0,1
14294,19,N42-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.04,2
14295,19,N42-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.044,4
14296,19,N42-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,232.0,5
14297,19,N42-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,5.0,1
14298,19,N42-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.04,2
14299,19,N42-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.051,4
14300,19,N42-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,168.0,5
14301,19,N42-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,6.0,1
14302,19,N42-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.06,2
14303,19,N42-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.073,4
14304,19,N42-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,150.0,5
14305,19,N42-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,7.0,1
14306,19,N42-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.08,2
14307,19,N42-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.127,4
14308,19,N42-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,134.0,5
14309,19,N42-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,2.0,1
14310,19,N42-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,5.0,1
14311,19,N42-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.02,2
14312,19,N42-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.04,2
14313,19,N42-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.026,4
14314,19,N42-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.052,4
14315,19,N42-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,212.0,5
14316,19,N42-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,170.0,5
14317,19,N42-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,4.0,1
14318,19,N42-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.04,2
14319,19,N42-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.05,4
14320,19,N42-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,198.0,5
14321,19,N42-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,7.0,1
14322,19,N42-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.06,2
14323,19,N42-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,33.0,28,1,0.0,0,0,0,0.002,4
14324,19,N42-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.09,4
14325,19,N42-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,133.0,5
14326,19,N42-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,3.0,1
14327,19,N42-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.03,2
14328,19,N42-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,213.0,5
14329,19,N42-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,2.0,1
14330,19,N42-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.02,2
14331,19,N42-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,212.0,5
14332,19,N42-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,5.0,1
14333,19,N42-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.05,2
14334,19,N42-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,149.0,5
14335,19,N42-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,6.0,1
14336,19,N42-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.05,2
14337,19,N42-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.072,4
14338,19,N42-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,149.0,5
14339,19,N42-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,5.0,1
14340,19,N42-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.05,2
14341,19,N42-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.064,4
14342,19,N42-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,171.0,5
14343,19,N42-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,7.0,1
14344,19,N42-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.11,2
14345,19,N42-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.161,4
14346,19,N42-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,134.0,5
14347,19,N42-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,2.0,1
14348,19,N42-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.03,2
14349,19,N42-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.034,4
14350,19,N42-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,271.0,5
14351,19,N42-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,1.0,1
14352,19,N42-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.04,2
14353,19,N42-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,378.0,5
14354,19,N42-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,5.0,1
14355,19,N42-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.07,2
14356,19,N42-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.097,4
14357,19,N42-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,176.0,5
14358,19,N42-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,3.0,1
14359,19,N42-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,5.0,1
14360,19,N42-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
14361,19,N42-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.05,2
14362,19,N42-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.067,4
14363,19,N42-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,245.0,5
14364,19,N42-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,172.0,5
14365,19,N42-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,6.0,1
14366,19,N42-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.11,2
14367,19,N42-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,153.0,5
14368,19,N42-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,46.0,28,1,0.0,0,0,0,1.0,1
14369,19,N42-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,4.0,1
14370,19,N42-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.04,2
14371,19,N42-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.051,4
14372,19,N42-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,204.0,5
14373,19,N42-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,6.0,1
14374,19,N42-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.11,2
14375,19,N42-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.156,4
14376,19,N42-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,179.0,5
14377,19,N42-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,5.0,1
14378,19,N42-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
14379,19,N42-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,203.0,5
14380,19,N42-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,5.0,1
14381,19,N42-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.06,2
14382,19,N42-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.08,4
14383,19,N42-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,174.0,5
14384,19,N42-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,5.0,1
14385,19,N42-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.06,2
14386,19,N42-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.073,4
14387,19,N42-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,173.0,5
14388,19,N42-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,7.0,1
14389,19,N42-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.13,2
14390,19,N42-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,154.0,5
14391,19,N42-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,5.0,1
14392,19,N42-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.05,2
14393,19,N42-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.063,4
14394,19,N42-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,172.0,5
14395,19,N42-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,3.0,1
14396,19,N42-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.04,2
14397,19,N42-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.049,4
14398,19,N42-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,249.0,5
14399,19,N42-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,7.0,1
14400,19,N42-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.13,2
14401,19,N42-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.16,4
14402,19,N42-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,135.0,5
14403,19,N42-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,2.0,1
14404,19,N42-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.04,2
14405,19,N42-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.037,4
14406,19,N42-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,378.0,5
14407,19,N42-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,6.0,1
14408,19,N42-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.11,2
14409,19,N42-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.168,4
14410,19,N42-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,153.0,5
14411,19,N42-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,4.0,1
14412,19,N42-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
14413,19,N42-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.048,4
14414,19,N42-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,199.0,5
14415,19,N42-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,7.0,1
14416,19,N42-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,0.11,2
14417,19,N42-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,0.186,4
14418,19,N42-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,135.0,5
14419,19,N42-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,7.0,1
14420,19,N42-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.11,2
14421,19,N42-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.184,4
14422,19,N42-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,135.0,5
14423,19,N42-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,3.0,1
14424,19,N42-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.05,2
14425,19,N42-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.041,4
14426,19,N42-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,330.0,5
14427,19,N42-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,4.0,1
14428,19,N42-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,4.0,1
14429,19,N42-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.04,2
14430,19,N42-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
14431,19,N42-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.049,4
14432,19,N42-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.056,4
14433,19,N42-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,199.0,5
14434,19,N42-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,203.0,5
14435,19,N42-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,6.0,1
14436,19,N42-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.12,2
14437,19,N42-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.173,4
14438,19,N42-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,154.0,5
14439,19,N42-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,7.0,1
14440,19,N42-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.11,2
14441,19,N42-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.188,4
14442,19,N42-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,135.0,5
14443,19,N42-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,3.0,1
14444,19,N42-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.04,2
14445,19,N42-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.045,4
14446,19,N42-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,255.0,5
14447,19,N42-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,5.0,1
14448,19,N42-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.04,2
14449,19,N42-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.055,4
14450,19,N42-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,170.0,5
14451,19,N42-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,5.0,1
14452,19,N42-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.09,2
14453,19,N42-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.132,4
14454,19,N42-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,178.0,5
14455,19,N42-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,4.0,1
14456,19,N42-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.05,2
14457,19,N42-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,250.0,5
14458,19,N42-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,5.0,1
14459,19,N42-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.04,2
14460,19,N42-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.055,4
14461,19,N42-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,170.0,5
14462,19,N42-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,2.0,1
14463,19,N42-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.05,2
14464,19,N42-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,330.0,5
14465,19,N42-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,3.0,1
14466,19,N42-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
14467,19,N42-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.043,4
14468,19,N42-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[44.2,55.4,57]","[1,160x320,0]","[7,28,90]",[3.16],"[1,160x320,1]",[28],[33700],"[1,160x320,2]",[28],"[0,0,0,0,0.40,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,245.0,5
14469,19,S20-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.002,4
14470,19,S20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,3.0,1
14471,19,S20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,0.26,2
14472,19,S20-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,305.0,5
14473,19,S20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,2.0,1
14474,19,S20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.18,2
14475,19,S20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.202,4
14476,19,S20-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,440.0,5
14477,19,S20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,2.0,1
14478,19,S20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.1,2
14479,19,S20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.126,4
14480,19,S20-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,379.0,5
14481,19,S20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,2.0,1
14482,19,S20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,0.33,2
14483,19,S20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,0.398,4
14484,19,S20-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,449.0,5
14485,19,S20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,1.0,1
14486,19,S20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.01,2
14487,19,S20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.068,4
14488,19,S20-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,139.0,5
14489,19,S20-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,336.0,28,1,0.0,0,0,0,1.0,1
14490,19,S20-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,336.0,28,1,0.0,0,0,0,0.01,2
14491,19,S20-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,336.0,28,1,0.0,0,0,0,139.0,5
14492,19,S20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,285.0,28,1,0.0,0,0,0,2.0,1
14493,19,S20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,285.0,28,1,0.0,0,0,0,0.21,2
14494,19,S20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,285.0,28,1,0.0,0,0,0,0.253,4
14495,19,S20-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,285.0,28,1,0.0,0,0,0,442.0,5
14496,19,S20-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.004,4
14497,19,S20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,454.0,28,1,0.0,0,0,0,4.0,1
14498,19,S20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,454.0,28,1,0.0,0,0,0,0.38,2
14499,19,S20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,454.0,28,1,0.0,0,0,0,0.491,4
14500,19,S20-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,454.0,28,1,0.0,0,0,0,238.0,5
14501,19,S20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,252.0,28,1,0.0,0,0,0,1.0,1
14502,19,S20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,252.0,28,1,0.0,0,0,0,0.12,2
14503,19,S20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,252.0,28,1,0.0,0,0,0,0.134,4
14504,19,S20-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,252.0,28,1,0.0,0,0,0,691.0,5
14505,19,S20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,2.0,1
14506,19,S20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,0.29,2
14507,19,S20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,0.356,4
14508,19,S20-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,445.0,5
14509,19,S20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,2.0,1
14510,19,S20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,0.37,2
14511,19,S20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,0.434,4
14512,19,S20-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,413.0,28,1,0.0,0,0,0,451.0,5
14513,19,S20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,3.0,1
14514,19,S20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,0.34,2
14515,19,S20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,0.401,4
14516,19,S20-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,320.0,28,1,0.0,0,0,0,317.0,5
14517,19,S20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,1.0,1
14518,19,S20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,0.16,2
14519,19,S20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,0.167,4
14520,19,S20-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,716.0,5
14521,19,S20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,2.0,1
14522,19,S20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.1,2
14523,19,S20-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,379.0,5
14524,19,S20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,4.0,1
14525,19,S20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,0.43,2
14526,19,S20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,0.485,4
14527,19,S20-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,434.0,28,1,0.0,0,0,0,315.0,5
14528,19,S20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,3.0,1
14529,19,S20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,0.38,2
14530,19,S20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,0.44,4
14531,19,S20-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,316.0,5
14532,19,S20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,2.0,1
14533,19,S20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,0.23,2
14534,19,S20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,0.286,4
14535,19,S20-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,443.0,5
14536,19,S20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,335.0,28,1,0.0,0,0,0,2.0,1
14537,19,S20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,335.0,28,1,0.0,0,0,0,0.26,2
14538,19,S20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,335.0,28,1,0.0,0,0,0,0.32,4
14539,19,S20-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,335.0,28,1,0.0,0,0,0,445.0,5
14540,19,S20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,3.0,1
14541,19,S20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.26,2
14542,19,S20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.328,4
14543,19,S20-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,305.0,5
14544,19,S20-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,279.0,28,1,0.0,0,0,0,1.0,1
14545,19,S20-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,279.0,28,1,0.0,0,0,0,0.01,2
14546,19,S20-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,279.0,28,1,0.0,0,0,0,168.0,5
14547,19,S20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,1.0,1
14548,19,S20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,0.09,2
14549,19,S20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,0.052,4
14550,19,S20-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,198.0,28,1,0.0,0,0,0,665.0,5
14551,19,S20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,2.0,1
14552,19,S20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,0.19,2
14553,19,S20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,0.169,4
14554,19,S20-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,314.0,28,1,0.0,0,0,0,431.0,5
14555,19,S20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,3.0,1
14556,19,S20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,3.0,1
14557,19,S20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,0.25,2
14558,19,S20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.29,2
14559,19,S20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,0.266,4
14560,19,S20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,0.303,4
14561,19,S20-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,307.0,5
14562,19,S20-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,405.0,28,1,0.0,0,0,0,309.0,5
14563,19,S20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,4.0,1
14564,19,S20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,0.24,2
14565,19,S20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,0.346,4
14566,19,S20-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,284.0,28,1,0.0,0,0,0,234.0,5
14567,19,S20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,4.0,1
14568,19,S20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,0.31,2
14569,19,S20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,0.417,4
14570,19,S20-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,238.0,5
14571,19,S20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,279.0,28,1,0.0,0,0,0,2.0,1
14572,19,S20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,279.0,28,1,0.0,0,0,0,0.08,2
14573,19,S20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,279.0,28,1,0.0,0,0,0,0.089,4
14574,19,S20-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,279.0,28,1,0.0,0,0,0,372.0,5
14575,19,S20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,3.0,1
14576,19,S20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,0.21,2
14577,19,S20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,0.238,4
14578,19,S20-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,307.0,5
14579,19,S20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,341.0,28,1,0.0,0,0,0,2.0,1
14580,19,S20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,341.0,28,1,0.0,0,0,0,0.22,2
14581,19,S20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,341.0,28,1,0.0,0,0,0,0.206,4
14582,19,S20-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,341.0,28,1,0.0,0,0,0,434.0,5
14583,19,S20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,506.0,28,1,0.0,0,0,0,4.0,1
14584,19,S20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,506.0,28,1,0.0,0,0,0,0.38,2
14585,19,S20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,506.0,28,1,0.0,0,0,0,0.501,4
14586,19,S20-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,506.0,28,1,0.0,0,0,0,239.0,5
14587,19,S20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,4.0,1
14588,19,S20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,0.24,2
14589,19,S20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,0.367,4
14590,19,S20-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,309.0,5
14591,19,S20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,1.0,1
14592,19,S20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,2.0,1
14593,19,S20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.01,2
14594,19,S20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.15,2
14595,19,S20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.005,4
14596,19,S20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.139,4
14597,19,S20-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,168.0,5
14598,19,S20-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,426.0,5
14599,19,S20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,2.0,1
14600,19,S20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.08,2
14601,19,S20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.016,4
14602,19,S20-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,372.0,5
14603,19,S20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,2.0,1
14604,19,S20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,0.25,2
14605,19,S20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,0.239,4
14606,19,S20-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,437.0,5
14607,19,S20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,239.0,28,1,0.0,0,0,0,3.0,1
14608,19,S20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,239.0,28,1,0.0,0,0,0,0.18,2
14609,19,S20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,239.0,28,1,0.0,0,0,0,0.277,4
14610,19,S20-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,239.0,28,1,0.0,0,0,0,297.0,5
14611,19,S20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,4.0,1
14612,19,S20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.28,2
14613,19,S20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.388,4
14614,19,S20-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,238.0,5
14615,19,S20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,2.0,1
14616,19,S20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.08,2
14617,19,S20-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,367.0,5
14618,19,S20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,6.0,1
14619,19,S20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.17,2
14620,19,S20-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,158.0,5
14621,19,S20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,2.0,1
14622,19,S20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.04,2
14623,19,S20-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,300.0,5
14624,19,S20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,1.0,1
14625,19,S20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.03,2
14626,19,S20-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,454.0,5
14627,19,S20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,12.0,28,1,0.0,0,0,0,1.0,1
14628,19,S20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,12.0,28,1,0.0,0,0,0,0.05,2
14629,19,S20-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,12.0,28,1,0.0,0,0,0,509.0,5
14630,19,S20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,4.0,1
14631,19,S20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,5.0,1
14632,19,S20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,0.12,2
14633,19,S20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.11,2
14634,19,S20-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,225.0,5
14635,19,S20-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,184.0,5
14636,19,S20-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,1.0,1
14637,19,S20-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
14638,19,S20-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,48.0,5
14639,19,S20-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,48.0,5
14640,19,S20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,5.0,1
14641,19,S20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,0.11,2
14642,19,S20-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,184.0,5
14643,19,S20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,5.0,1
14644,19,S20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.14,2
14645,19,S20-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,187.0,5
14646,19,S20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,2.0,1
14647,19,S20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.06,2
14648,19,S20-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,362.0,5
14649,19,S20-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,1.0,1
14650,19,S20-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.07,2
14651,19,S20-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,538.0,5
14652,19,S20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,4.0,1
14653,19,S20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,0.11,2
14654,19,S20-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,224.0,5
14655,19,S20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,3.0,1
14656,19,S20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,0.07,2
14657,19,S20-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,132.0,28,1,0.0,0,0,0,261.0,5
14658,19,S20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,4.0,1
14659,19,S20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.11,2
14660,19,S20-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,223.0,5
14661,19,S20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,2.0,1
14662,19,S20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.09,2
14663,19,S20-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,372.0,5
14664,19,S20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,2.0,1
14665,19,S20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.04,2
14666,19,S20-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,300.0,5
14667,19,S20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,5.0,1
14668,19,S20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,0.15,2
14669,19,S20-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,187.0,5
14670,19,S20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,3.0,1
14671,19,S20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,4.0,1
14672,19,S20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.07,2
14673,19,S20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.09,2
14674,19,S20-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,261.0,5
14675,19,S20-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,222.0,5
14676,19,S20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,4.0,1
14677,19,S20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.14,2
14678,19,S20-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,226.0,5
14679,19,S20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,4.0,1
14680,19,S20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,0.08,2
14681,19,S20-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,180.0,28,1,0.0,0,0,0,215.0,5
14682,19,S20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,3.0,1
14683,19,S20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,4.0,1
14684,19,S20-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,6.0,1
14685,19,S20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.09,2
14686,19,S20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.1,2
14687,19,S20-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,0.19,2
14688,19,S20-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,279.0,5
14689,19,S20-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,223.0,5
14690,19,S20-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,159.0,5
14691,19,S20-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,6.0,1
14692,19,S20-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,0.23,2
14693,19,S20-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,160.0,5
14694,19,S20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,3.0,1
14695,19,S20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,0.08,2
14696,19,S20-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,279.0,5
14697,19,S20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,5.0,1
14698,19,S20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.19,2
14699,19,S20-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,187.0,5
14700,19,S20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,4.0,1
14701,19,S20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.08,2
14702,19,S20-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,215.0,5
14703,19,S20-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,366.0,28,1,0.0,0,0,0,6.0,1
14704,19,S20-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,366.0,28,1,0.0,0,0,0,0.26,2
14705,19,S20-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,366.0,28,1,0.0,0,0,0,160.0,5
14706,19,S20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,4.0,1
14707,19,S20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.11,2
14708,19,S20-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,224.0,5
14709,19,S20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,5.0,1
14710,19,S20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.15,2
14711,19,S20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.175,4
14712,19,S20-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,187.0,5
14713,19,S20-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.003,4
14714,19,S20-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,1.0,1
14715,19,S20-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,0.01,2
14716,19,S20-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,137.0,28,1,0.0,0,0,0,172.0,5
14717,19,S20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,3.0,1
14718,19,S20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.06,2
14719,19,S20-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,259.0,5
14720,19,S20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,2.0,1
14721,19,S20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.04,2
14722,19,S20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.078,4
14723,19,S20-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,299.0,5
14724,19,S20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,4.0,1
14725,19,S20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.1,2
14726,19,S20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.114,4
14727,19,S20-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,223.0,5
14728,19,S20-14-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
14729,19,S20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,3.0,1
14730,19,S20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.06,2
14731,19,S20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.091,4
14732,19,S20-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,259.0,5
14733,19,S20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,5.0,1
14734,19,S20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,0.19,2
14735,19,S20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,0.219,4
14736,19,S20-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,188.0,5
14737,19,S20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,1.0,1
14738,19,S20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,5.0,1
14739,19,S20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.06,2
14740,19,S20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.11,2
14741,19,S20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.065,4
14742,19,S20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,0.129,4
14743,19,S20-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,504.0,5
14744,19,S20-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,175.0,28,1,0.0,0,0,0,186.0,5
14745,19,S20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,4.0,1
14746,19,S20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.07,2
14747,19,S20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.095,4
14748,19,S20-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,215.0,5
14749,19,S20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,2.0,1
14750,19,S20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.04,2
14751,19,S20-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,299.0,5
14752,19,S20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,2.0,1
14753,19,S20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.08,2
14754,19,S20-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.005,4
14755,19,S20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.088,4
14756,19,S20-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,367.0,5
14757,19,S20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,1.0,1
14758,19,S20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.04,2
14759,19,S20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.051,4
14760,19,S20-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,464.0,5
14761,19,S20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,2.0,1
14762,19,S20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.07,2
14763,19,S20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.082,4
14764,19,S20-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,362.0,5
14765,19,S20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,3.0,1
14766,19,S20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.08,2
14767,19,S20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.096,4
14768,19,S20-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,276.0,5
14769,19,S20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,3.0,1
14770,19,S20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,4.0,1
14771,19,S20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.09,2
14772,19,S20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.07,2
14773,19,S20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.108,4
14774,19,S20-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,279.0,5
14775,19,S20-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,215.0,5
14776,19,S20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,5.0,1
14777,19,S20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,0.09,2
14778,19,S20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,0.132,4
14779,19,S20-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,183.0,5
14780,19,S20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,1.0,1
14781,19,S20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.01,2
14782,19,S20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.029,4
14783,19,S20-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,172.0,5
14784,19,S20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,5.0,1
14785,19,S20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,0.27,2
14786,19,S20-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,189.0,5
14787,19,S20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,5.0,1
14788,19,S20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.11,2
14789,19,S20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.138,4
14790,19,S20-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,186.0,5
14791,19,S20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,4.0,1
14792,19,S20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,5.0,1
14793,19,S20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.09,2
14794,19,S20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.3,2
14795,19,S20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.107,4
14796,19,S20-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,223.0,5
14797,19,S20-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,189.0,5
14798,19,S20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,1.0,1
14799,19,S20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,5.0,1
14800,19,S20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.07,2
14801,19,S20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.09,2
14802,19,S20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.08,4
14803,19,S20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.119,4
14804,19,S20-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,523.0,5
14805,19,S20-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,224.0,5
14806,19,S20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,5.0,1
14807,19,S20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.23,2
14808,19,S20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.267,4
14809,19,S20-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,188.0,5
14810,19,S20-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,6.0,1
14811,19,S20-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,0.22,2
14812,19,S20-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,159.0,5
14813,19,S20-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,6.0,1
14814,19,S20-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,0.24,2
14815,19,S20-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,160.0,5
14816,19,S20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,5.0,1
14817,19,S20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,5.0,1
14818,19,S20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.11,2
14819,19,S20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,0.23,2
14820,19,S20-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,186.0,5
14821,19,S20-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,189.0,5
14822,19,S20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,3.0,1
14823,19,S20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.07,2
14824,19,S20-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,261.0,5
14825,19,S20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,5.0,1
14826,19,S20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,0.19,2
14827,19,S20-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,272.0,28,1,0.0,0,0,0,188.0,5
14828,19,S20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,3.0,1
14829,19,S20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.1,2
14830,19,S20-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,281.0,5
14831,19,S20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,1.0,1
14832,19,S20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,0.01,2
14833,19,S20-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,151.0,5
14834,19,S20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,2.0,1
14835,19,S20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.07,2
14836,19,S20-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,368.0,5
14837,19,S20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,2.0,1
14838,19,S20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.05,2
14839,19,S20-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,320.0,5
14840,19,S20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,4.0,1
14841,19,S20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,0.11,2
14842,19,S20-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,224.0,5
14843,19,S20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,3.0,1
14844,19,S20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.11,2
14845,19,S20-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,283.0,5
14846,19,S20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,3.0,1
14847,19,S20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.07,2
14848,19,S20-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,261.0,5
14849,19,S20-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,1.0,1
14850,19,S20-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.01,2
14851,19,S20-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,151.0,5
14852,19,S20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,3.0,1
14853,19,S20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.09,2
14854,19,S20-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,280.0,5
14855,19,S20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,1.0,1
14856,19,S20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,4.0,1
14857,19,S20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,4.0,1
14858,19,S20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,5.0,1
14859,19,S20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.07,2
14860,19,S20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.08,2
14861,19,S20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,0.1,2
14862,19,S20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.1,2
14863,19,S20-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,547.0,5
14864,19,S20-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,217.0,5
14865,19,S20-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,172.0,28,1,0.0,0,0,0,223.0,5
14866,19,S20-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,183.0,5
14867,19,S20-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,2.0,1
14868,19,S20-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.05,2
14869,19,S20-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,320.0,5
14870,19,S20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,5.0,1
14871,19,S20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,0.1,2
14872,19,S20-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,50.0,5
14873,19,S20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,6.0,1
14874,19,S20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.22,2
14875,19,S20-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,159.0,5
14876,19,S20-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,6.0,1
14877,19,S20-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.26,2
14878,19,S20-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,160.0,5
14879,19,S20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,4.0,1
14880,19,S20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.08,2
14881,19,S20-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,217.0,5
14882,19,S20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,5.0,1
14883,19,S20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.12,2
14884,19,S20-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,188.0,5
14885,19,S20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,3.0,1
14886,19,S20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,5.0,1
14887,19,S20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,0.08,2
14888,19,S20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,0.15,2
14889,19,S20-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,280.0,5
14890,19,S20-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,187.0,5
14891,19,S20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,2.0,1
14892,19,S20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,4.0,1
14893,19,S20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.08,2
14894,19,S20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.11,2
14895,19,S20-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,372.0,5
14896,19,S20-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,223.0,5
14897,19,S20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,1.0,1
14898,19,S20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.01,2
14899,19,S20-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,122.0,5
14900,19,S20-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,6.0,1
14901,19,S20-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,7.0,1
14902,19,S20-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
14903,19,S20-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.14,2
14904,19,S20-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.058,4
14905,19,S20-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.175,4
14906,19,S20-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,149.0,5
14907,19,S20-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,135.0,5
14908,19,S20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,3.0,1
14909,19,S20-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,6.0,1
14910,19,S20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.04,2
14911,19,S20-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.04,2
14912,19,S20-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.056,4
14913,19,S20-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,237.0,5
14914,19,S20-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,148.0,5
14915,19,S20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,3.0,1
14916,19,S20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,3.0,1
14917,19,S20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.02,2
14918,19,S20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.03,2
14919,19,S20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.04,4
14920,19,S20-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,199.0,5
14921,19,S20-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,231.0,5
14922,19,S20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,1.0,1
14923,19,S20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.03,2
14924,19,S20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.015,4
14925,19,S20-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,341.0,5
14926,19,S20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,4.0,1
14927,19,S20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.03,2
14928,19,S20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.047,4
14929,19,S20-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,195.0,5
14930,19,S20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,4.0,1
14931,19,S20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.03,2
14932,19,S20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.047,4
14933,19,S20-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,184.0,5
14934,19,S20-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,5.0,1
14935,19,S20-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
14936,19,S20-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.054,4
14937,19,S20-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,171.0,5
14938,19,S20-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,7.0,1
14939,19,S20-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,0.06,2
14940,19,S20-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,0.086,4
14941,19,S20-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,133.0,5
14942,19,S20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,2.0,1
14943,19,S20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.02,2
14944,19,S20-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,217.0,5
14945,19,S20-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,5.0,1
14946,19,S20-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
14947,19,S20-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.057,4
14948,19,S20-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,170.0,5
14949,19,S20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,5.0,1
14950,19,S20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
14951,19,S20-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,166.0,5
14952,19,S20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,4.0,1
14953,19,S20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.04,2
14954,19,S20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.055,4
14955,19,S20-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,197.0,5
14956,19,S20-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,7.0,1
14957,19,S20-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.11,2
14958,19,S20-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.161,4
14959,19,S20-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,135.0,5
14960,19,S20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,1.0,1
14961,19,S20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,0.01,2
14962,19,S20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,0.01,4
14963,19,S20-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,53.0,28,1,0.0,0,0,0,122.0,5
14964,19,S20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,4.0,1
14965,19,S20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.04,2
14966,19,S20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.05,4
14967,19,S20-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,195.0,5
14968,19,S20-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,7.0,1
14969,19,S20-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.08,2
14970,19,S20-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.118,4
14971,19,S20-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,134.0,5
14972,19,S20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,4.0,1
14973,19,S20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.03,2
14974,19,S20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.047,4
14975,19,S20-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,184.0,5
14976,19,S20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,5.0,1
14977,19,S20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
14978,19,S20-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,171.0,5
14979,19,S20-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,7.0,1
14980,19,S20-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.05,2
14981,19,S20-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.079,4
14982,19,S20-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,132.0,5
14983,19,S20-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,7.0,1
14984,19,S20-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.05,2
14985,19,S20-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.083,4
14986,19,S20-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,132.0,5
14987,19,S20-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,7.0,1
14988,19,S20-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.07,2
14989,19,S20-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.099,4
14990,19,S20-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,134.0,5
14991,19,S20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,5.0,1
14992,19,S20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.04,2
14993,19,S20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.053,4
14994,19,S20-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,166.0,5
14995,19,S20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,2.0,1
14996,19,S20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.02,2
14997,19,S20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.026,4
14998,19,S20-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,217.0,5
14999,19,S20-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,6.0,1
15000,19,S20-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.05,2
15001,19,S20-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.066,4
15002,19,S20-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,149.0,5
15003,19,S20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,3.0,1
15004,19,S20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.02,2
15005,19,S20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,0.035,4
15006,19,S20-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,57.0,28,1,0.0,0,0,0,199.0,5
15007,19,S20-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,6.0,1
15008,19,S20-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.05,2
15009,19,S20-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.074,4
15010,19,S20-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,150.0,5
15011,19,S20-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,6.0,1
15012,19,S20-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
15013,19,S20-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,148.0,5
15014,19,S20-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,31.0,28,1,0.0,0,0,0,0.001,4
15015,19,S20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,6.0,1
15016,19,S20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.05,2
15017,19,S20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.075,4
15018,19,S20-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,148.0,5
15019,19,S20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,2.0,1
15020,19,S20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.02,2
15021,19,S20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.033,4
15022,19,S20-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,242.0,5
15023,19,S20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,3.0,1
15024,19,S20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,5.0,1
15025,19,S20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,6.0,1
15026,19,S20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.03,2
15027,19,S20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.04,2
15028,19,S20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.06,2
15029,19,S20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.044,4
15030,19,S20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.063,4
15031,19,S20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.091,4
15032,19,S20-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,212.0,5
15033,19,S20-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,169.0,5
15034,19,S20-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,151.0,5
15035,19,S20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,6.0,1
15036,19,S20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.12,2
15037,19,S20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.17,4
15038,19,S20-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,154.0,5
15039,19,S20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,6.0,1
15040,19,S20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.08,2
15041,19,S20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.113,4
15042,19,S20-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,152.0,5
15043,19,S20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,2.0,1
15044,19,S20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.02,2
15045,19,S20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.036,4
15046,19,S20-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,192.0,5
15047,19,S20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,6.0,1
15048,19,S20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.06,2
15049,19,S20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.084,4
15050,19,S20-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,151.0,5
15051,19,S20-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,1.0,1
15052,19,S20-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.01,2
15053,19,S20-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,199.0,5
15054,19,S20-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,2.0,1
15055,19,S20-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.02,2
15056,19,S20-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,192.0,5
15057,19,S20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,3.0,1
15058,19,S20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.03,2
15059,19,S20-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,177.0,5
15060,19,S20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,4.0,1
15061,19,S20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,5.0,1
15062,19,S20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.03,2
15063,19,S20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.06,2
15064,19,S20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.051,4
15065,19,S20-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,191.0,5
15066,19,S20-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,172.0,5
15067,19,S20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,6.0,1
15068,19,S20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,6.0,1
15069,19,S20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.09,2
15070,19,S20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.15,2
15071,19,S20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.132,4
15072,19,S20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.196,4
15073,19,S20-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,153.0,5
15074,19,S20-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,154.0,5
15075,19,S20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,5.0,1
15076,19,S20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.05,2
15077,19,S20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.072,4
15078,19,S20-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,171.0,5
15079,19,S20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,4.0,1
15080,19,S20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.03,2
15081,19,S20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.051,4
15082,19,S20-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,162.0,5
15083,19,S20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,5.0,1
15084,19,S20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.04,2
15085,19,S20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.056,4
15086,19,S20-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,168.0,5
15087,19,S20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,3.0,1
15088,19,S20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.02,2
15089,19,S20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.039,4
15090,19,S20-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,206.0,5
15091,19,S20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,51.0,28,1,0.0,0,0,0,1.0,1
15092,19,S20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,51.0,28,1,0.0,0,0,0,0.01,2
15093,19,S20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,51.0,28,1,0.0,0,0,0,0.031,4
15094,19,S20-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,51.0,28,1,0.0,0,0,0,199.0,5
15095,19,S20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,3.0,1
15096,19,S20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.03,2
15097,19,S20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.048,4
15098,19,S20-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,177.0,5
15099,19,S20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,6.0,1
15100,19,S20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.05,2
15101,19,S20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.082,4
15102,19,S20-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,148.0,5
15103,19,S20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,4.0,1
15104,19,S20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.03,2
15105,19,S20-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,162.0,5
15106,19,S20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,4.0,1
15107,19,S20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.03,2
15108,19,S20-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,190.0,5
15109,19,S20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,8.0,1
15110,19,S20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.1,2
15111,19,S20-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,120.0,5
15112,19,S20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,1.0,1
15113,19,S20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.01,2
15114,19,S20-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,241.0,5
15115,19,S20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,2.0,1
15116,19,S20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,4.0,1
15117,19,S20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,7.0,1
15118,19,S20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.03,2
15119,19,S20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
15120,19,S20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.05,2
15121,19,S20-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,269.0,5
15122,19,S20-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,200.0,5
15123,19,S20-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,132.0,5
15124,19,S20-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,40.0,28,1,0.0,0,0,0,1.0,1
15125,19,S20-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,40.0,28,1,0.0,0,0,0,87.0,5
15126,19,S20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,2.0,1
15127,19,S20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.02,2
15128,19,S20-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,214.0,5
15129,19,S20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,5.0,1
15130,19,S20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
15131,19,S20-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,166.0,5
15132,19,S20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,8.0,1
15133,19,S20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.12,2
15134,19,S20-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,120.0,5
15135,19,S20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,2.0,1
15136,19,S20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.02,2
15137,19,S20-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,214.0,5
15138,19,S20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,2.0,1
15139,19,S20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.02,2
15140,19,S20-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,259.0,5
15141,19,S20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,6.0,1
15142,19,S20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.04,2
15143,19,S20-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,147.0,5
15144,19,S20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,8.0,1
15145,19,S20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.06,2
15146,19,S20-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,120.0,5
15147,19,S20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,6.0,1
15148,19,S20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
15149,19,S20-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,147.0,5
15150,19,S20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,8.0,1
15151,19,S20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.07,2
15152,19,S20-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,120.0,5
15153,19,S20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,4.0,1
15154,19,S20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.03,2
15155,19,S20-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,190.0,5
15156,19,S20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,5.0,1
15157,19,S20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,7.0,1
15158,19,S20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.05,2
15159,19,S20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.05,2
15160,19,S20-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,170.0,5
15161,19,S20-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,132.0,5
15162,19,S20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,5.0,1
15163,19,S20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
15164,19,S20-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,170.0,5
15165,19,S20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,5.0,1
15166,19,S20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.04,2
15167,19,S20-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,166.0,5
15168,19,S20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,8.0,1
15169,19,S20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.06,2
15170,19,S20-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,120.0,5
15171,19,S20-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,47.0,28,1,0.0,0,0,0,1.0,1
15172,19,S20-20-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,47.0,28,1,0.0,0,0,0,87.0,5
15173,19,S20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,3.0,1
15174,19,S20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.03,2
15175,19,S20-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,216.0,5
15176,19,S20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,3.0,1
15177,19,S20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
15178,19,S20-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,237.0,5
15179,19,S20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,6.0,1
15180,19,S20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,0.05,2
15181,19,S20-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,149.0,5
15182,19,S20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,2.0,1
15183,19,S20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.03,2
15184,19,S20-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,286.0,5
15185,19,S20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,3.0,1
15186,19,S20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.03,2
15187,19,S20-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,216.0,5
15188,19,S20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,4.0,1
15189,19,S20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.04,2
15190,19,S20-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[32.5,38.8,44.6]","[1,160x320,0]","[7,28,90]",[2.81],"[1,160x320,1]",[28],[31100],"[1,160x320,2]",[28],"[0,0,0,0,0.50,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,198.0,5
15191,19,S22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,1.0,1
15192,19,S22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,0.09,2
15193,19,S22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,0.102,4
15194,19,S22-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,655.0,5
15195,19,S22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,1.0,1
15196,19,S22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.01,2
15197,19,S22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.067,4
15198,19,S22-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,148.0,5
15199,19,S22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,408.0,28,1,0.0,0,0,0,2.0,1
15200,19,S22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,408.0,28,1,0.0,0,0,0,0.11,2
15201,19,S22-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,408.0,28,1,0.0,0,0,0,376.0,5
15202,19,S22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,2.0,1
15203,19,S22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.16,2
15204,19,S22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.192,4
15205,19,S22-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,426.0,5
15206,19,S22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,2.0,1
15207,19,S22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,0.17,2
15208,19,S22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,0.209,4
15209,19,S22-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,425.0,5
15210,19,S22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,530.0,28,1,0.0,0,0,0,5.0,1
15211,19,S22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,530.0,28,1,0.0,0,0,0,0.31,2
15212,19,S22-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,530.0,28,1,0.0,0,0,0,193.0,5
15213,19,S22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,3.0,1
15214,19,S22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.15,2
15215,19,S22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.245,4
15216,19,S22-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,291.0,5
15217,19,S22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,2.0,1
15218,19,S22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,0.19,2
15219,19,S22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,0.224,4
15220,19,S22-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,427.0,5
15221,19,S22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,1.0,1
15222,19,S22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,0.11,2
15223,19,S22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,0.123,4
15224,19,S22-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,655.0,5
15225,19,S22-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,1.0,1
15226,19,S22-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,0.01,2
15227,19,S22-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,148.0,5
15228,19,S22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,5.0,1
15229,19,S22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.19,2
15230,19,S22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,0.302,4
15231,19,S22-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,325.0,28,1,0.0,0,0,0,190.0,5
15232,19,S22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,2.0,1
15233,19,S22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.21,2
15234,19,S22-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,428.0,5
15235,19,S22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,5.0,1
15236,19,S22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,0.19,2
15237,19,S22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,0.251,4
15238,19,S22-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,190.0,5
15239,19,S22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,3.0,1
15240,19,S22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.15,2
15241,19,S22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.195,4
15242,19,S22-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,291.0,5
15243,19,S22-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,0.005,4
15244,19,S22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,5.0,1
15245,19,S22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,0.23,2
15246,19,S22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,0.288,4
15247,19,S22-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,432.0,28,1,0.0,0,0,0,192.0,5
15248,19,S22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,2.0,1
15249,19,S22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.11,2
15250,19,S22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.158,4
15251,19,S22-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,376.0,5
15252,19,S22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,4.0,1
15253,19,S22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.21,2
15254,19,S22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.275,4
15255,19,S22-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,235.0,5
15256,19,S22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,1.0,1
15257,19,S22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,0.18,2
15258,19,S22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,0.189,4
15259,19,S22-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,690.0,5
15260,19,S22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,1.0,1
15261,19,S22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.14,2
15262,19,S22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.15,4
15263,19,S22-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,673.0,5
15264,19,S22-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
15265,19,S22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,446.0,28,1,0.0,0,0,0,4.0,1
15266,19,S22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,4.0,1
15267,19,S22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,446.0,28,1,0.0,0,0,0,0.19,2
15268,19,S22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,0.24,2
15269,19,S22-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,446.0,28,1,0.0,0,0,0,232.0,5
15270,19,S22-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,235.0,5
15271,19,S22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,4.0,1
15272,19,S22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,0.19,2
15273,19,S22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,0.251,4
15274,19,S22-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,347.0,28,1,0.0,0,0,0,232.0,5
15275,19,S22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,1.0,1
15276,19,S22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,0.16,2
15277,19,S22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,0.17,4
15278,19,S22-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,369.0,28,1,0.0,0,0,0,682.0,5
15279,19,S22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,3.0,1
15280,19,S22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.22,2
15281,19,S22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,0.256,4
15282,19,S22-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,407.0,28,1,0.0,0,0,0,304.0,5
15283,19,S22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,484.0,28,1,0.0,0,0,0,5.0,1
15284,19,S22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,484.0,28,1,0.0,0,0,0,0.27,2
15285,19,S22-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.004,4
15286,19,S22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,484.0,28,1,0.0,0,0,0,0.313,4
15287,19,S22-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,484.0,28,1,0.0,0,0,0,192.0,5
15288,19,S22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,3.0,1
15289,19,S22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,0.18,2
15290,19,S22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,0.23,4
15291,19,S22-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,304.0,5
15292,19,S22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,2.0,1
15293,19,S22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,508.0,28,1,0.0,0,0,0,4.0,1
15294,19,S22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.2,2
15295,19,S22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,508.0,28,1,0.0,0,0,0,0.34,2
15296,19,S22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.239,4
15297,19,S22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,508.0,28,1,0.0,0,0,0,0.366,4
15298,19,S22-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,433.0,5
15299,19,S22-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,508.0,28,1,0.0,0,0,0,238.0,5
15300,19,S22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,1.0,1
15301,19,S22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,2.0,1
15302,19,S22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,0.22,2
15303,19,S22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,0.12,2
15304,19,S22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,0.194,4
15305,19,S22-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,746.0,5
15306,19,S22-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,388.0,5
15307,19,S22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,1.0,1
15308,19,S22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,0.18,2
15309,19,S22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,0.194,4
15310,19,S22-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,729.0,5
15311,19,S22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,2.0,1
15312,19,S22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,0.16,2
15313,19,S22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,0.211,4
15314,19,S22-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,433.0,5
15315,19,S22-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.003,4
15316,19,S22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,1.0,1
15317,19,S22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,0.13,2
15318,19,S22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,0.14,4
15319,19,S22-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,258.0,28,1,0.0,0,0,0,717.0,5
15320,19,S22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,1.0,1
15321,19,S22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,0.14,2
15322,19,S22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,0.16,4
15323,19,S22-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,714.0,5
15324,19,S22-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,0.004,4
15325,19,S22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,4.0,1
15326,19,S22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,0.25,2
15327,19,S22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,0.313,4
15328,19,S22-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,238.0,5
15329,19,S22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,1.0,1
15330,19,S22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,0.2,2
15331,19,S22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,0.217,4
15332,19,S22-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,739.0,5
15333,19,S22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,3.0,1
15334,19,S22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.21,2
15335,19,S22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.254,4
15336,19,S22-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,304.0,5
15337,19,S22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,3.0,1
15338,19,S22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,0.25,2
15339,19,S22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,0.294,4
15340,19,S22-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,435.0,28,1,0.0,0,0,0,306.0,5
15341,19,S22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,525.0,28,1,0.0,0,0,0,4.0,1
15342,19,S22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,525.0,28,1,0.0,0,0,0,0.38,2
15343,19,S22-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,525.0,28,1,0.0,0,0,0,239.0,5
15344,19,S22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,3.0,1
15345,19,S22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.18,2
15346,19,S22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.235,4
15347,19,S22-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,304.0,5
15348,19,S22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,36.0,28,1,0.0,0,0,0,1.0,1
15349,19,S22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,36.0,28,1,0.0,0,0,0,0.01,2
15350,19,S22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,36.0,28,1,0.0,0,0,0,0.07,4
15351,19,S22-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,36.0,28,1,0.0,0,0,0,120.0,5
15352,19,S22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,2.0,1
15353,19,S22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,0.22,2
15354,19,S22-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,434.0,5
15355,19,S22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,4.0,1
15356,19,S22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,0.22,2
15357,19,S22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,0.287,4
15358,19,S22-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,233.0,5
15359,19,S22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,474.0,28,1,0.0,0,0,0,4.0,1
15360,19,S22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,474.0,28,1,0.0,0,0,0,0.22,2
15361,19,S22-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,474.0,28,1,0.0,0,0,0,233.0,5
15362,19,S22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,2.0,1
15363,19,S22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.18,2
15364,19,S22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.219,4
15365,19,S22-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,433.0,5
15366,19,S22-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,356.0,28,1,0.0,0,0,0,1.0,1
15367,19,S22-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,356.0,28,1,0.0,0,0,0,0.01,2
15368,19,S22-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,356.0,28,1,0.0,0,0,0,120.0,5
15369,19,S22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,461.0,28,1,0.0,0,0,0,4.0,1
15370,19,S22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,461.0,28,1,0.0,0,0,0,0.29,2
15371,19,S22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,461.0,28,1,0.0,0,0,0,0.355,4
15372,19,S22-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,461.0,28,1,0.0,0,0,0,237.0,5
15373,19,S22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,3.0,1
15374,19,S22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.15,2
15375,19,S22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.252,4
15376,19,S22-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,294.0,5
15377,19,S22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,2.0,1
15378,19,S22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.12,2
15379,19,S22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.242,4
15380,19,S22-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,388.0,5
15381,19,S22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,3.0,1
15382,19,S22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,0.15,2
15383,19,S22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,0.205,4
15384,19,S22-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,259.0,28,1,0.0,0,0,0,294.0,5
15385,19,S22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,462.0,28,1,0.0,0,0,0,3.0,1
15386,19,S22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,462.0,28,1,0.0,0,0,0,0.27,2
15387,19,S22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,462.0,28,1,0.0,0,0,0,0.335,4
15388,19,S22-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,462.0,28,1,0.0,0,0,0,307.0,5
15389,19,S22-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,1.0,1
15390,19,S22-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,0.01,2
15391,19,S22-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,353.0,28,1,0.0,0,0,0,167.0,5
15392,19,S22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,1.0,1
15393,19,S22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,0.14,2
15394,19,S22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,0.139,4
15395,19,S22-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,675.0,5
15396,19,S22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,2.0,1
15397,19,S22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,0.18,2
15398,19,S22-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,423.0,5
15399,19,S22-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,5.0,1
15400,19,S22-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,0.23,2
15401,19,S22-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,0.28,4
15402,19,S22-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,433.0,28,1,0.0,0,0,0,192.0,5
15403,19,S22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,289.0,28,1,0.0,0,0,0,2.0,1
15404,19,S22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,289.0,28,1,0.0,0,0,0,0.13,2
15405,19,S22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,289.0,28,1,0.0,0,0,0,0.151,4
15406,19,S22-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,289.0,28,1,0.0,0,0,0,418.0,5
15407,19,S22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,1.0,1
15408,19,S22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,0.15,2
15409,19,S22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,0.151,4
15410,19,S22-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,348.0,28,1,0.0,0,0,0,681.0,5
15411,19,S22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,2.0,1
15412,19,S22-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,5.0,1
15413,19,S22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.09,2
15414,19,S22-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.19,2
15415,19,S22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.131,4
15416,19,S22-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.229,4
15417,19,S22-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,362.0,5
15418,19,S22-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,190.0,5
15419,19,S22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,2.0,1
15420,19,S22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.09,2
15421,19,S22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.173,4
15422,19,S22-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,362.0,5
15423,19,S22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,3.0,1
15424,19,S22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.15,2
15425,19,S22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.182,4
15426,19,S22-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,302.0,5
15427,19,S22-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.003,4
15428,19,S22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,4.0,1
15429,19,S22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,0.19,2
15430,19,S22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,0.224,4
15431,19,S22-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,235.0,5
15432,19,S22-10-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,530.0,28,1,0.0,0,0,0,5.0,1
15433,19,S22-10-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,530.0,28,1,0.0,0,0,0,0.31,2
15434,19,S22-10-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,530.0,28,1,0.0,0,0,0,193.0,5
15435,19,S22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,3.0,1
15436,19,S22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,0.18,2
15437,19,S22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,0.214,4
15438,19,S22-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,302.0,5
15439,19,S22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,1.0,1
15440,19,S22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,4.0,1
15441,19,S22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,0.11,2
15442,19,S22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,0.16,2
15443,19,S22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,0.117,4
15444,19,S22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,0.2,4
15445,19,S22-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,659.0,5
15446,19,S22-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,300.0,28,1,0.0,0,0,0,230.0,5
15447,19,S22-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,1.0,1
15448,19,S22-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,0.17,2
15449,19,S22-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,695.0,5
15450,19,S22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,1.0,1
15451,19,S22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,0.09,2
15452,19,S22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,0.09,4
15453,19,S22-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,638.0,5
15454,19,S22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,426.0,28,1,0.0,0,0,0,4.0,1
15455,19,S22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,426.0,28,1,0.0,0,0,0,0.16,2
15456,19,S22-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,426.0,28,1,0.0,0,0,0,230.0,5
15457,19,S22-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,4.0,1
15458,19,S22-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,0.22,2
15459,19,S22-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,0.249,4
15460,19,S22-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,235.0,5
15461,19,S22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,3.0,1
15462,19,S22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.12,2
15463,19,S22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,0.16,4
15464,19,S22-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,242.0,28,1,0.0,0,0,0,288.0,5
15465,19,S22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,3.0,1
15466,19,S22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,0.17,2
15467,19,S22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,0.199,4
15468,19,S22-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,349.0,28,1,0.0,0,0,0,301.0,5
15469,19,S22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,356.0,28,1,0.0,0,0,0,2.0,1
15470,19,S22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,356.0,28,1,0.0,0,0,0,0.17,2
15471,19,S22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,356.0,28,1,0.0,0,0,0,0.184,4
15472,19,S22-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,356.0,28,1,0.0,0,0,0,422.0,5
15473,19,S22-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,5.0,1
15474,19,S22-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,0.19,2
15475,19,S22-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,0.262,4
15476,19,S22-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,448.0,28,1,0.0,0,0,0,190.0,5
15477,19,S22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,3.0,1
15478,19,S22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,0.2,2
15479,19,S22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,0.236,4
15480,19,S22-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,410.0,28,1,0.0,0,0,0,302.0,5
15481,19,S22-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,4.0,1
15482,19,S22-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,0.24,2
15483,19,S22-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,235.0,5
15484,19,S22-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.005,4
15485,19,S22-10-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
15486,19,S22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,3.0,1
15487,19,S22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.12,2
15488,19,S22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.204,4
15489,19,S22-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,288.0,5
15490,19,S22-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,488.0,28,1,0.0,0,0,0,5.0,1
15491,19,S22-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,488.0,28,1,0.0,0,0,0,0.27,2
15492,19,S22-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,488.0,28,1,0.0,0,0,0,0.333,4
15493,19,S22-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,488.0,28,1,0.0,0,0,0,192.0,5
15494,19,S22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,1.0,1
15495,19,S22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.01,2
15496,19,S22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.058,4
15497,19,S22-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,167.0,5
15498,19,S22-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,7.0,1
15499,19,S22-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.11,2
15500,19,S22-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.002,4
15501,19,S22-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.158,4
15502,19,S22-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,137.0,5
15503,19,S22-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
15504,19,S22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,2.0,1
15505,19,S22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.07,2
15506,19,S22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.098,4
15507,19,S22-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,367.0,5
15508,19,S22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,4.0,1
15509,19,S22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.07,2
15510,19,S22-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,211.0,5
15511,19,S22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,4.0,1
15512,19,S22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.07,2
15513,19,S22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,0.107,4
15514,19,S22-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,141.0,28,1,0.0,0,0,0,221.0,5
15515,19,S22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,3.0,1
15516,19,S22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.07,2
15517,19,S22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,0.108,4
15518,19,S22-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,178.0,28,1,0.0,0,0,0,270.0,5
15519,19,S22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,4.0,1
15520,19,S22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.09,2
15521,19,S22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.123,4
15522,19,S22-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,219.0,5
15523,19,S22-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,6.0,1
15524,19,S22-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,0.11,2
15525,19,S22-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,0.159,4
15526,19,S22-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,158.0,5
15527,19,S22-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,7.0,1
15528,19,S22-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,7.0,1
15529,19,S22-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.11,2
15530,19,S22-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,0.22,2
15531,19,S22-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,137.0,5
15532,19,S22-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,139.0,5
15533,19,S22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,5.0,1
15534,19,S22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.09,2
15535,19,S22-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,181.0,5
15536,19,S22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,4.0,1
15537,19,S22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.08,2
15538,19,S22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.116,4
15539,19,S22-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,219.0,5
15540,19,S22-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,6.0,1
15541,19,S22-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.1,2
15542,19,S22-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,0.146,4
15543,19,S22-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,192.0,28,1,0.0,0,0,0,157.0,5
15544,19,S22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,5.0,1
15545,19,S22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.1,2
15546,19,S22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.146,4
15547,19,S22-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,185.0,5
15548,19,S22-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.004,4
15549,19,S22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,5.0,1
15550,19,S22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.11,2
15551,19,S22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.157,4
15552,19,S22-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,185.0,5
15553,19,S22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,2.0,1
15554,19,S22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.06,2
15555,19,S22-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,321.0,5
15556,19,S22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,6.0,1
15557,19,S22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.1,2
15558,19,S22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.157,4
15559,19,S22-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,157.0,5
15560,19,S22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,2.0,1
15561,19,S22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.06,2
15562,19,S22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.088,4
15563,19,S22-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,321.0,5
15564,19,S22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,3.0,1
15565,19,S22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.08,2
15566,19,S22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.115,4
15567,19,S22-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,272.0,5
15568,19,S22-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,1.0,1
15569,19,S22-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.01,2
15570,19,S22-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,169.0,5
15571,19,S22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,5.0,1
15572,19,S22-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,7.0,1
15573,19,S22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.09,2
15574,19,S22-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.2,2
15575,19,S22-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,0.248,4
15576,19,S22-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,181.0,5
15577,19,S22-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,326.0,28,1,0.0,0,0,0,139.0,5
15578,19,S22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,1.0,1
15579,19,S22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.05,2
15580,19,S22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.055,4
15581,19,S22-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,508.0,5
15582,19,S22-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,238.0,28,1,0.0,0,0,0,7.0,1
15583,19,S22-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,238.0,28,1,0.0,0,0,0,0.13,2
15584,19,S22-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,238.0,28,1,0.0,0,0,0,0.175,4
15585,19,S22-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,238.0,28,1,0.0,0,0,0,138.0,5
15586,19,S22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,4.0,1
15587,19,S22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.1,2
15588,19,S22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.132,4
15589,19,S22-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,220.0,5
15590,19,S22-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,7.0,1
15591,19,S22-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.14,2
15592,19,S22-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.189,4
15593,19,S22-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,138.0,5
15594,19,S22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,4.0,1
15595,19,S22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.07,2
15596,19,S22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.101,4
15597,19,S22-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,211.0,5
15598,19,S22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,1.0,1
15599,19,S22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,1.0,1
15600,19,S22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.06,2
15601,19,S22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.09,2
15602,19,S22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.069,4
15603,19,S22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.098,4
15604,19,S22-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,516.0,5
15605,19,S22-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,576.0,5
15606,19,S22-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,7.0,1
15607,19,S22-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,0.17,2
15608,19,S22-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,0.207,4
15609,19,S22-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,139.0,5
15610,19,S22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,3.0,1
15611,19,S22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.06,2
15612,19,S22-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,257.0,5
15613,19,S22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,3.0,1
15614,19,S22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.06,2
15615,19,S22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.1,4
15616,19,S22-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,257.0,5
15617,19,S22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,1.0,1
15618,19,S22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.01,2
15619,19,S22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.04,4
15620,19,S22-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,169.0,5
15621,19,S22-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,6.0,1
15622,19,S22-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,0.14,2
15623,19,S22-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,0.185,4
15624,19,S22-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,158.0,5
15625,19,S22-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,7.0,1
15626,19,S22-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,0.18,2
15627,19,S22-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,138.0,5
15628,19,S22-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.002,4
15629,19,S22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,2.0,1
15630,19,S22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.09,2
15631,19,S22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.102,4
15632,19,S22-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,365.0,5
15633,19,S22-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.004,4
15634,19,S22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,5.0,1
15635,19,S22-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,239.0,28,1,0.0,0,0,0,6.0,1
15636,19,S22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,0.1,2
15637,19,S22-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,239.0,28,1,0.0,0,0,0,0.13,2
15638,19,S22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,0.126,4
15639,19,S22-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,239.0,28,1,0.0,0,0,0,0.17,4
15640,19,S22-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,184.0,5
15641,19,S22-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,239.0,28,1,0.0,0,0,0,157.0,5
15642,19,S22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,3.0,1
15643,19,S22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.07,2
15644,19,S22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.096,4
15645,19,S22-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,257.0,5
15646,19,S22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,2.0,1
15647,19,S22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,4.0,1
15648,19,S22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.06,2
15649,19,S22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.07,2
15650,19,S22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.085,4
15651,19,S22-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,306.0,5
15652,19,S22-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,212.0,5
15653,19,S22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,3.0,1
15654,19,S22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.08,2
15655,19,S22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.102,4
15656,19,S22-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,274.0,5
15657,19,S22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,3.0,1
15658,19,S22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,5.0,1
15659,19,S22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,0.09,2
15660,19,S22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.09,2
15661,19,S22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,0.111,4
15662,19,S22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.111,4
15663,19,S22-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,274.0,5
15664,19,S22-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,184.0,5
15665,19,S22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,2.0,1
15666,19,S22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.07,2
15667,19,S22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.091,4
15668,19,S22-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,362.0,5
15669,19,S22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,4.0,1
15670,19,S22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.09,2
15671,19,S22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.105,4
15672,19,S22-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,221.0,5
15673,19,S22-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,6.0,1
15674,19,S22-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,0.19,2
15675,19,S22-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,0.256,4
15676,19,S22-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,159.0,5
15677,19,S22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,1.0,1
15678,19,S22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.05,2
15679,19,S22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.057,4
15680,19,S22-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,493.0,5
15681,19,S22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,1.0,1
15682,19,S22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.07,2
15683,19,S22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.075,4
15684,19,S22-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,512.0,5
15685,19,S22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,1.0,1
15686,19,S22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.01,2
15687,19,S22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,0.024,4
15688,19,S22-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,118.0,28,1,0.0,0,0,0,120.0,5
15689,19,S22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,1.0,1
15690,19,S22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.09,2
15691,19,S22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.098,4
15692,19,S22-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,548.0,5
15693,19,S22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,5.0,1
15694,19,S22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.08,2
15695,19,S22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.114,4
15696,19,S22-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,180.0,5
15697,19,S22-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,6.0,1
15698,19,S22-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,0.13,2
15699,19,S22-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,157.0,5
15700,19,S22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,5.0,1
15701,19,S22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.11,2
15702,19,S22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.134,4
15703,19,S22-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,184.0,5
15704,19,S22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,4.0,1
15705,19,S22-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,7.0,1
15706,19,S22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,0.1,2
15707,19,S22-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.18,2
15708,19,S22-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.283,4
15709,19,S22-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,209.0,28,1,0.0,0,0,0,221.0,5
15710,19,S22-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,138.0,5
15711,19,S22-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,7.0,1
15712,19,S22-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,0.22,2
15713,19,S22-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,139.0,5
15714,19,S22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,3.0,1
15715,19,S22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.07,2
15716,19,S22-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,257.0,5
15717,19,S22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,4.0,1
15718,19,S22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.07,2
15719,19,S22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.096,4
15720,19,S22-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,212.0,5
15721,19,S22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,2.0,1
15722,19,S22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.06,2
15723,19,S22-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,306.0,5
15724,19,S22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,5.0,1
15725,19,S22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.08,2
15726,19,S22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.102,4
15727,19,S22-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,180.0,5
15728,19,S22-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,6.0,1
15729,19,S22-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,7.0,1
15730,19,S22-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,0.16,2
15731,19,S22-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,0.19,2
15732,19,S22-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,0.215,4
15733,19,S22-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,0.297,4
15734,19,S22-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,159.0,5
15735,19,S22-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,351.0,28,1,0.0,0,0,0,138.0,5
15736,19,S22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,1.0,1
15737,19,S22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.08,2
15738,19,S22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.086,4
15739,19,S22-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,528.0,5
15740,19,S22-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,1.0,1
15741,19,S22-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,0.01,2
15742,19,S22-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,174.0,28,1,0.0,0,0,0,120.0,5
15743,19,S22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,1.0,1
15744,19,S22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.07,2
15745,19,S22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.077,4
15746,19,S22-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,538.0,5
15747,19,S22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,6.0,1
15748,19,S22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.18,2
15749,19,S22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.271,4
15750,19,S22-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,159.0,5
15751,19,S22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,3.0,1
15752,19,S22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,0.1,2
15753,19,S22-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,274.0,5
15754,19,S22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,6.0,1
15755,19,S22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,0.16,2
15756,19,S22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,0.251,4
15757,19,S22-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,268.0,28,1,0.0,0,0,0,158.0,5
15758,19,S22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,5.0,1
15759,19,S22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.19,2
15760,19,S22-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,187.0,5
15761,19,S22-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.003,4
15762,19,S22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,3.0,1
15763,19,S22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,0.12,2
15764,19,S22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,0.167,4
15765,19,S22-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,286.0,5
15766,19,S22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,2.0,1
15767,19,S22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.13,2
15768,19,S22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.165,4
15769,19,S22-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,396.0,5
15770,19,S22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,1.0,1
15771,19,S22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,0.09,2
15772,19,S22-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,176.0,28,1,0.0,0,0,0,579.0,5
15773,19,S22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,4.0,1
15774,19,S22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.13,2
15775,19,S22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,0.183,4
15776,19,S22-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,215.0,28,1,0.0,0,0,0,226.0,5
15777,19,S22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,2.0,1
15778,19,S22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.09,2
15779,19,S22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.114,4
15780,19,S22-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,377.0,5
15781,19,S22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,6.0,1
15782,19,S22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,6.0,1
15783,19,S22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.16,2
15784,19,S22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,0.19,2
15785,19,S22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,0.266,4
15786,19,S22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,0.286,4
15787,19,S22-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,307.0,28,1,0.0,0,0,0,158.0,5
15788,19,S22-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,159.0,5
15789,19,S22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,2.0,1
15790,19,S22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,2.0,1
15791,19,S22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.05,2
15792,19,S22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,0.08,2
15793,19,S22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.082,4
15794,19,S22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,0.091,4
15795,19,S22-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,310.0,5
15796,19,S22-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,373.0,5
15797,19,S22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,2.0,1
15798,19,S22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.05,2
15799,19,S22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.096,4
15800,19,S22-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,310.0,5
15801,19,S22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,4.0,1
15802,19,S22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.1,2
15803,19,S22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.165,4
15804,19,S22-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,220.0,5
15805,19,S22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,2.0,1
15806,19,S22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.11,2
15807,19,S22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.144,4
15808,19,S22-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,391.0,5
15809,19,S22-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,387.0,28,1,0.0,0,0,0,7.0,1
15810,19,S22-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,387.0,28,1,0.0,0,0,0,0.22,2
15811,19,S22-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,387.0,28,1,0.0,0,0,0,139.0,5
15812,19,S22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,5.0,1
15813,19,S22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,0.13,2
15814,19,S22-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,263.0,28,1,0.0,0,0,0,185.0,5
15815,19,S22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,1.0,1
15816,19,S22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.02,2
15817,19,S22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.033,4
15818,19,S22-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,239.0,5
15819,19,S22-14-3,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,1.0,28,1,0.0,0,0,0,0.003,4
15820,19,S22-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,7.0,1
15821,19,S22-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,0.18,2
15822,19,S22-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,343.0,28,1,0.0,0,0,0,138.0,5
15823,19,S22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,3.0,1
15824,19,S22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.1,2
15825,19,S22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.156,4
15826,19,S22-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,274.0,5
15827,19,S22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,4.0,1
15828,19,S22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.11,2
15829,19,S22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.172,4
15830,19,S22-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,226.0,5
15831,19,S22-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,7.0,1
15832,19,S22-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,0.19,2
15833,19,S22-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,0.298,4
15834,19,S22-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,138.0,5
15835,19,S22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,1.0,1
15836,19,S22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.02,2
15837,19,S22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.024,4
15838,19,S22-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,239.0,5
15839,19,S22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,3.0,1
15840,19,S22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,0.13,2
15841,19,S22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,0.179,4
15842,19,S22-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,286.0,5
15843,19,S22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,5.0,1
15844,19,S22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,0.13,2
15845,19,S22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,0.203,4
15846,19,S22-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,185.0,5
15847,19,S22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,4.0,1
15848,19,S22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,0.14,2
15849,19,S22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,0.193,4
15850,19,S22-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,232.0,28,1,0.0,0,0,0,226.0,5
15851,19,S22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,4.0,1
15852,19,S22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.1,2
15853,19,S22-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,220.0,5
15854,19,S22-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,7.0,1
15855,19,S22-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.18,2
15856,19,S22-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,0.283,4
15857,19,S22-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,309.0,28,1,0.0,0,0,0,138.0,5
15858,19,S22-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.005,4
15859,19,S22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,2.0,1
15860,19,S22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.09,2
15861,19,S22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.106,4
15862,19,S22-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,381.0,5
15863,19,S22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,1.0,1
15864,19,S22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.06,2
15865,19,S22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.064,4
15866,19,S22-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,520.0,5
15867,19,S22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,1.0,1
15868,19,S22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,5.0,1
15869,19,S22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.04,2
15870,19,S22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.05,2
15871,19,S22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.057,4
15872,19,S22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.079,4
15873,19,S22-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,389.0,5
15874,19,S22-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,174.0,5
15875,19,S22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,2.0,1
15876,19,S22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.04,2
15877,19,S22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.062,4
15878,19,S22-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,303.0,5
15879,19,S22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,3.0,1
15880,19,S22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.05,2
15881,19,S22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.075,4
15882,19,S22-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,244.0,5
15883,19,S22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,1.0,1
15884,19,S22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,4.0,1
15885,19,S22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.02,2
15886,19,S22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.06,2
15887,19,S22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.032,4
15888,19,S22-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,325.0,5
15889,19,S22-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,202.0,5
15890,19,S22-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,1.0,1
15891,19,S22-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.05,2
15892,19,S22-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,417.0,5
15893,19,S22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,6.0,1
15894,19,S22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.06,2
15895,19,S22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.084,4
15896,19,S22-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,150.0,5
15897,19,S22-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,7.0,1
15898,19,S22-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.09,2
15899,19,S22-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.131,4
15900,19,S22-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,134.0,5
15901,19,S22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,1.0,1
15902,19,S22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.03,2
15903,19,S22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.05,4
15904,19,S22-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,372.0,5
15905,19,S22-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,7.0,1
15906,19,S22-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.14,2
15907,19,S22-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.198,4
15908,19,S22-20-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,135.0,5
15909,19,S22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,3.0,1
15910,19,S22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.04,2
15911,19,S22-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,222.0,5
15912,19,S22-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,7.0,1
15913,19,S22-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,0.09,2
15914,19,S22-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,0.139,4
15915,19,S22-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,135.0,5
15916,19,S22-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,7.0,1
15917,19,S22-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.11,2
15918,19,S22-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.161,4
15919,19,S22-20-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,135.0,5
15920,19,S22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,5.0,1
15921,19,S22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.05,2
15922,19,S22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.076,4
15923,19,S22-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,168.0,5
15924,19,S22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,3.0,1
15925,19,S22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.04,2
15926,19,S22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.068,4
15927,19,S22-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,242.0,5
15928,19,S22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,2.0,1
15929,19,S22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.04,2
15930,19,S22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.066,4
15931,19,S22-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,300.0,5
15932,19,S22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,6.0,1
15933,19,S22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.06,2
15934,19,S22-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,150.0,5
15935,19,S22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,7.0,1
15936,19,S22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,0.09,2
15937,19,S22-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,134.0,5
15938,19,S22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,5.0,1
15939,19,S22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.05,2
15940,19,S22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.083,4
15941,19,S22-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,168.0,5
15942,19,S22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,6.0,1
15943,19,S22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.06,2
15944,19,S22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.092,4
15945,19,S22-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,151.0,5
15946,19,S22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,4.0,1
15947,19,S22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.04,2
15948,19,S22-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,195.0,5
15949,19,S22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,6.0,1
15950,19,S22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.09,2
15951,19,S22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,0.131,4
15952,19,S22-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,158.0,28,1,0.0,0,0,0,153.0,5
15953,19,S22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,2.0,1
15954,19,S22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.03,2
15955,19,S22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.057,4
15956,19,S22-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,239.0,5
15957,19,S22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,2.0,1
15958,19,S22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.03,2
15959,19,S22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.064,4
15960,19,S22-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,239.0,5
15961,19,S22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,1.0,1
15962,19,S22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,6.0,1
15963,19,S22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.01,2
15964,19,S22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.08,2
15965,19,S22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,0.025,4
15966,19,S22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.108,4
15967,19,S22-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,56.0,28,1,0.0,0,0,0,135.0,5
15968,19,S22-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,152.0,5
15969,19,S22-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,1.0,1
15970,19,S22-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.01,2
15971,19,S22-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,135.0,5
15972,19,S22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,1.0,1
15973,19,S22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,4.0,1
15974,19,S22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.03,2
15975,19,S22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.04,2
15976,19,S22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.044,4
15977,19,S22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.073,4
15978,19,S22-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,368.0,5
15979,19,S22-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,195.0,5
15980,19,S22-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,0.005,4
15981,19,S22-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,33.0,28,1,0.0,0,0,0,0.003,4
15982,19,S22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,3.0,1
15983,19,S22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,0.05,2
15984,19,S22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,0.069,4
15985,19,S22-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,243.0,5
15986,19,S22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,3.0,1
15987,19,S22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.04,2
15988,19,S22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.063,4
15989,19,S22-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,222.0,5
15990,19,S22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,4.0,1
15991,19,S22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.05,2
15992,19,S22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.058,4
15993,19,S22-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,201.0,5
15994,19,S22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,8.0,1
15995,19,S22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.08,2
15996,19,S22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.106,4
15997,19,S22-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,120.0,5
15998,19,S22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,5.0,1
15999,19,S22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.05,2
16000,19,S22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.058,4
16001,19,S22-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,168.0,5
16002,19,S22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,3.0,1
16003,19,S22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.03,2
16004,19,S22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.03,4
16005,19,S22-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,226.0,5
16006,19,S22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,7.0,1
16007,19,S22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.07,2
16008,19,S22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.088,4
16009,19,S22-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,134.0,5
16010,19,S22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,2.0,1
16011,19,S22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.02,2
16012,19,S22-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,226.0,5
16013,19,S22-20-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,31.0,28,1,0.0,0,0,0,0.002,4
16014,19,S22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,1.0,1
16015,19,S22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.02,2
16016,19,S22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.021,4
16017,19,S22-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,241.0,5
16018,19,S22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,1.0,1
16019,19,S22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.03,2
16020,19,S22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.026,4
16021,19,S22-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,370.0,5
16022,19,S22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,4.0,1
16023,19,S22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.04,2
16024,19,S22-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,191.0,5
16025,19,S22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,2.0,1
16026,19,S22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.02,2
16027,19,S22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.026,4
16028,19,S22-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,226.0,5
16029,19,S22-20-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.005,4
16030,19,S22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,8.0,1
16031,19,S22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,0.07,2
16032,19,S22-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,157.0,28,1,0.0,0,0,0,120.0,5
16033,19,S22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,3.0,1
16034,19,S22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.04,2
16035,19,S22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.035,4
16036,19,S22-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,231.0,5
16037,19,S22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,7.0,1
16038,19,S22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.05,2
16039,19,S22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.068,4
16040,19,S22-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,132.0,5
16041,19,S22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,3.0,1
16042,19,S22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.03,2
16043,19,S22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.03,4
16044,19,S22-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,202.0,5
16045,19,S22-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,1.0,1
16046,19,S22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,6.0,1
16047,19,S22-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.02,2
16048,19,S22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.05,2
16049,19,S22-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,241.0,5
16050,19,S22-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,149.0,5
16051,19,S22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,8.0,1
16052,19,S22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,0.12,2
16053,19,S22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,0.163,4
16054,19,S22-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,222.0,28,1,0.0,0,0,0,121.0,5
16055,19,S22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,5.0,1
16056,19,S22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,0.05,2
16057,19,S22-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,168.0,5
16058,19,S22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,3.0,1
16059,19,S22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.03,2
16060,19,S22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.029,4
16061,19,S22-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,202.0,5
16062,19,S22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,5.0,1
16063,19,S22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.05,2
16064,19,S22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.065,4
16065,19,S22-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,172.0,5
16066,19,S22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,7.0,1
16067,19,S22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.06,2
16068,19,S22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,0.074,4
16069,19,S22-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,119.0,28,1,0.0,0,0,0,133.0,5
16070,19,S22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,8.0,1
16071,19,S22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.1,2
16072,19,S22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.129,4
16073,19,S22-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,120.0,5
16074,19,S22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,3.0,1
16075,19,S22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.05,2
16076,19,S22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.046,4
16077,19,S22-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,239.0,5
16078,19,S22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,7.0,1
16079,19,S22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,0.05,2
16080,19,S22-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,132.0,5
16081,19,S22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,2.0,1
16082,19,S22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.04,2
16083,19,S22-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,282.0,5
16084,19,S22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,8.0,1
16085,19,S22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,0.07,2
16086,19,S22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,0.1,4
16087,19,S22-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,142.0,28,1,0.0,0,0,0,120.0,5
16088,19,S22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,4.0,1
16089,19,S22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.04,2
16090,19,S22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.047,4
16091,19,S22-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,191.0,5
16092,19,S22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,6.0,1
16093,19,S22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.05,2
16094,19,S22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.069,4
16095,19,S22-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,149.0,5
16096,19,S22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,3.0,1
16097,19,S22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.03,2
16098,19,S22-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,209.0,5
16099,19,S22-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,1.0,1
16100,19,S22-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.03,2
16101,19,S22-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,358.0,5
16102,19,S22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,4.0,1
16103,19,S22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.04,2
16104,19,S22-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,189.0,5
16105,19,S22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,5.0,1
16106,19,S22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.06,2
16107,19,S22-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,173.0,5
16108,19,S22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,4.0,1
16109,19,S22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,0.04,2
16110,19,S22-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,189.0,5
16111,19,S22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,3.0,1
16112,19,S22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.04,2
16113,19,S22-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,238.0,5
16114,19,S22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,6.0,1
16115,19,S22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,0.16,2
16116,19,S22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,0.199,4
16117,19,S22-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,155.0,5
16118,19,S22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,5.0,1
16119,19,S22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
16120,19,S22-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,166.0,5
16121,19,S22-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,1.0,1
16122,19,S22-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.05,2
16123,19,S22-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,434.0,5
16124,19,S22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,1.0,1
16125,19,S22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.04,2
16126,19,S22-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,410.0,5
16127,19,S22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,2.0,1
16128,19,S22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,5.0,1
16129,19,S22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.03,2
16130,19,S22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.05,2
16131,19,S22-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,264.0,5
16132,19,S22-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,172.0,5
16133,19,S22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,3.0,1
16134,19,S22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.03,2
16135,19,S22-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,209.0,5
16136,19,S22-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,1.0,1
16137,19,S22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,2.0,1
16138,19,S22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,5.0,1
16139,19,S22-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,0.02,2
16140,19,S22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.03,2
16141,19,S22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.05,2
16142,19,S22-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,70.0,28,1,0.0,0,0,0,205.0,5
16143,19,S22-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,264.0,5
16144,19,S22-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,171.0,5
16145,19,S22-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,1.0,1
16146,19,S22-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.02,2
16147,19,S22-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,205.0,5
16148,19,S22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,3.0,1
16149,19,S22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
16150,19,S22-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,236.0,5
16151,19,S22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,5.0,1
16152,19,S22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.04,2
16153,19,S22-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,171.0,5
16154,19,S22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,6.0,1
16155,19,S22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.07,2
16156,19,S22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.089,4
16157,19,S22-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,150.0,5
16158,19,S22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,2.0,1
16159,19,S22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.04,2
16160,19,S22-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,285.0,5
16161,19,S22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,6.0,1
16162,19,S22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.09,2
16163,19,S22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.121,4
16164,19,S22-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,154.0,5
16165,19,S22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,6.0,1
16166,19,S22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.08,2
16167,19,S22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,0.096,4
16168,19,S22-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,135.0,28,1,0.0,0,0,0,153.0,5
16169,19,S22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,6.0,1
16170,19,S22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.12,2
16171,19,S22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.162,4
16172,19,S22-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,154.0,5
16173,19,S22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,6.0,1
16174,19,S22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.07,2
16175,19,S22-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,150.0,5
16176,19,S22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,5.0,1
16177,19,S22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,5.0,1
16178,19,S22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.04,2
16179,19,S22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.07,2
16180,19,S22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.089,4
16181,19,S22-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,166.0,5
16182,19,S22-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[42.4,56.9,64.5]","[1,160x320,0]","[7,28,90]",[2.9],"[1,160x320,1]",[28],[34400],"[1,160x320,2]",[28],"[0,0,0,0,0.47,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,115.0,5
16183,19,S30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,1.0,1
16184,19,S30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,2.0,1
16185,19,S30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,2.0,1
16186,19,S30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.1,2
16187,19,S30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.09,2
16188,19,S30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,0.17,2
16189,19,S30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.119,4
16190,19,S30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.18,4
16191,19,S30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,0.211,4
16192,19,S30-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,727.0,5
16193,19,S30-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,391.0,5
16194,19,S30-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,433.0,5
16195,19,S30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,2.0,1
16196,19,S30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,2.0,1
16197,19,S30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.14,2
16198,19,S30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,0.27,2
16199,19,S30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,0.197,4
16200,19,S30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,0.302,4
16201,19,S30-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,273.0,28,1,0.0,0,0,0,431.0,5
16202,19,S30-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,444.0,5
16203,19,S30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,2.0,1
16204,19,S30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.2,2
16205,19,S30-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.005,4
16206,19,S30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,0.242,4
16207,19,S30-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,340.0,28,1,0.0,0,0,0,437.0,5
16208,19,S30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,3.0,1
16209,19,S30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.23,2
16210,19,S30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.286,4
16211,19,S30-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,312.0,5
16212,19,S30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,1.0,1
16213,19,S30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,0.15,2
16214,19,S30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,0.172,4
16215,19,S30-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,269.0,28,1,0.0,0,0,0,746.0,5
16216,19,S30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,3.0,1
16217,19,S30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.2,2
16218,19,S30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.263,4
16219,19,S30-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,302.0,5
16220,19,S30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,3.0,1
16221,19,S30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,0.25,2
16222,19,S30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,0.305,4
16223,19,S30-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,236.0,5
16224,19,S30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,510.0,28,1,0.0,0,0,0,4.0,1
16225,19,S30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,510.0,28,1,0.0,0,0,0,0.38,2
16226,19,S30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,510.0,28,1,0.0,0,0,0,0.376,4
16227,19,S30-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,510.0,28,1,0.0,0,0,0,240.0,5
16228,19,S30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,1.0,1
16229,19,S30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,0.14,2
16230,19,S30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,0.156,4
16231,19,S30-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,249.0,28,1,0.0,0,0,0,742.0,5
16232,19,S30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,1.0,1
16233,19,S30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,0.09,2
16234,19,S30-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,391.0,5
16235,19,S30-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,3.0,28,1,0.0,0,0,0,0.002,4
16236,19,S30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,2.0,1
16237,19,S30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,0.25,2
16238,19,S30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,0.281,4
16239,19,S30-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,377.0,28,1,0.0,0,0,0,443.0,5
16240,19,S30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,4.0,1
16241,19,S30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.24,2
16242,19,S30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.303,4
16243,19,S30-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,240.0,5
16244,19,S30-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.005,4
16245,19,S30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,2.0,1
16246,19,S30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.22,2
16247,19,S30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,0.258,4
16248,19,S30-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,354.0,28,1,0.0,0,0,0,441.0,5
16249,19,S30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,33.0,28,1,0.0,0,0,0,1.0,1
16250,19,S30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,33.0,28,1,0.0,0,0,0,0.01,2
16251,19,S30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,33.0,28,1,0.0,0,0,0,0.067,4
16252,19,S30-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,33.0,28,1,0.0,0,0,0,97.0,5
16253,19,S30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,4.0,1
16254,19,S30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,4.0,1
16255,19,S30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,0.26,2
16256,19,S30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,0.34,2
16257,19,S30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,0.322,4
16258,19,S30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,0.385,4
16259,19,S30-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,239.0,5
16260,19,S30-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,239.0,5
16261,19,S30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,2.0,1
16262,19,S30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,0.13,2
16263,19,S30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,0.189,4
16264,19,S30-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,430.0,5
16265,19,S30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,4.0,1
16266,19,S30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,0.22,2
16267,19,S30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,0.288,4
16268,19,S30-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,236.0,5
16269,19,S30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,416.0,28,1,0.0,0,0,0,4.0,1
16270,19,S30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,416.0,28,1,0.0,0,0,0,0.29,2
16271,19,S30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,416.0,28,1,0.0,0,0,0,0.343,4
16272,19,S30-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,416.0,28,1,0.0,0,0,0,239.0,5
16273,19,S30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,424.0,28,1,0.0,0,0,0,2.0,1
16274,19,S30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,424.0,28,1,0.0,0,0,0,0.2,2
16275,19,S30-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,424.0,28,1,0.0,0,0,0,302.0,5
16276,19,S30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,319.0,28,1,0.0,0,0,0,2.0,1
16277,19,S30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,319.0,28,1,0.0,0,0,0,0.18,2
16278,19,S30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,319.0,28,1,0.0,0,0,0,0.22,4
16279,19,S30-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,319.0,28,1,0.0,0,0,0,433.0,5
16280,19,S30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,3.0,1
16281,19,S30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,0.19,2
16282,19,S30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,0.232,4
16283,19,S30-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,295.0,28,1,0.0,0,0,0,309.0,5
16284,19,S30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,3.0,1
16285,19,S30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,0.22,2
16286,19,S30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,0.251,4
16287,19,S30-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,308.0,5
16288,19,S30-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.003,4
16289,19,S30-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,437.0,28,1,0.0,0,0,0,4.0,1
16290,19,S30-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,437.0,28,1,0.0,0,0,0,0.29,2
16291,19,S30-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,437.0,28,1,0.0,0,0,0,0.335,4
16292,19,S30-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,437.0,28,1,0.0,0,0,0,239.0,5
16293,19,S30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,1.0,1
16294,19,S30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.2,2
16295,19,S30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,0.233,4
16296,19,S30-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,383.0,28,1,0.0,0,0,0,734.0,5
16297,19,S30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,1.0,1
16298,19,S30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.14,2
16299,19,S30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.165,4
16300,19,S30-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,707.0,5
16301,19,S30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,392.0,28,1,0.0,0,0,0,3.0,1
16302,19,S30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,392.0,28,1,0.0,0,0,0,0.16,2
16303,19,S30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,392.0,28,1,0.0,0,0,0,0.257,4
16304,19,S30-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,392.0,28,1,0.0,0,0,0,298.0,5
16305,19,S30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,3.0,1
16306,19,S30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,0.16,2
16307,19,S30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,0.286,4
16308,19,S30-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,298.0,5
16309,19,S30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,455.0,28,1,0.0,0,0,0,3.0,1
16310,19,S30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,455.0,28,1,0.0,0,0,0,0.3,2
16311,19,S30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,455.0,28,1,0.0,0,0,0,0.343,4
16312,19,S30-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,455.0,28,1,0.0,0,0,0,310.0,5
16313,19,S30-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,462.0,28,1,0.0,0,0,0,4.0,1
16314,19,S30-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,462.0,28,1,0.0,0,0,0,0.3,2
16315,19,S30-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,462.0,28,1,0.0,0,0,0,0.386,4
16316,19,S30-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,462.0,28,1,0.0,0,0,0,238.0,5
16317,19,S30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,2.0,1
16318,19,S30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.17,2
16319,19,S30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.21,4
16320,19,S30-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,433.0,5
16321,19,S30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,1.0,1
16322,19,S30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.1,2
16323,19,S30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.116,4
16324,19,S30-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,724.0,5
16325,19,S30-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,1.0,28,1,0.0,0,0,0,0.002,4
16326,19,S30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,3.0,1
16327,19,S30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,0.27,2
16328,19,S30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,0.318,4
16329,19,S30-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,309.0,5
16330,19,S30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,1.0,1
16331,19,S30-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,462.0,28,1,0.0,0,0,0,3.0,1
16332,19,S30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.12,2
16333,19,S30-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,462.0,28,1,0.0,0,0,0,0.31,2
16334,19,S30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.135,4
16335,19,S30-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,709.0,5
16336,19,S30-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,462.0,28,1,0.0,0,0,0,311.0,5
16337,19,S30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,364.0,28,1,0.0,0,0,0,2.0,1
16338,19,S30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,364.0,28,1,0.0,0,0,0,0.24,2
16339,19,S30-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,364.0,28,1,0.0,0,0,0,440.0,5
16340,19,S30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,2.0,1
16341,19,S30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,0.1,2
16342,19,S30-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,391.0,28,1,0.0,0,0,0,380.0,5
16343,19,S30-10-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,503.0,28,1,0.0,0,0,0,4.0,1
16344,19,S30-10-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,503.0,28,1,0.0,0,0,0,0.34,2
16345,19,S30-10-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,503.0,28,1,0.0,0,0,0,0.402,4
16346,19,S30-10-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,503.0,28,1,0.0,0,0,0,239.0,5
16347,19,S30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,43.0,28,1,0.0,0,0,0,1.0,1
16348,19,S30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,43.0,28,1,0.0,0,0,0,0.01,2
16349,19,S30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,43.0,28,1,0.0,0,0,0,0.074,4
16350,19,S30-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,43.0,28,1,0.0,0,0,0,143.0,5
16351,19,S30-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,1.0,1
16352,19,S30-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,0.01,2
16353,19,S30-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,143.0,5
16354,19,S30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,1.0,1
16355,19,S30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.18,2
16356,19,S30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.211,4
16357,19,S30-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,723.0,5
16358,19,S30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,2.0,1
16359,19,S30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,0.17,2
16360,19,S30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,0.217,4
16361,19,S30-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,433.0,5
16362,19,S30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,3.0,1
16363,19,S30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,0.24,2
16364,19,S30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,0.284,4
16365,19,S30-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,386.0,28,1,0.0,0,0,0,308.0,5
16366,19,S30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,2.0,1
16367,19,S30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,2.0,1
16368,19,S30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.1,2
16369,19,S30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.13,2
16370,19,S30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.161,4
16371,19,S30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.171,4
16372,19,S30-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,380.0,5
16373,19,S30-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,442.0,5
16374,19,S30-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,317.0,28,1,0.0,0,0,0,4.0,1
16375,19,S30-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,317.0,28,1,0.0,0,0,0,0.24,2
16376,19,S30-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,317.0,28,1,0.0,0,0,0,0.396,4
16377,19,S30-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,317.0,28,1,0.0,0,0,0,235.0,5
16378,19,S30-10-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,538.0,28,1,0.0,0,0,0,4.0,1
16379,19,S30-10-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,538.0,28,1,0.0,0,0,0,0.38,2
16380,19,S30-10-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,538.0,28,1,0.0,0,0,0,239.0,5
16381,19,S30-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,4.0,1
16382,19,S30-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,0.24,2
16383,19,S30-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,0.382,4
16384,19,S30-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,235.0,5
16385,19,S30-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.005,4
16386,19,S30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,2.0,1
16387,19,S30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,2.0,1
16388,19,S30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,3.0,1
16389,19,S30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,0.18,2
16390,19,S30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,0.22,2
16391,19,S30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,0.25,2
16392,19,S30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,0.217,4
16393,19,S30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,0.236,4
16394,19,S30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,0.302,4
16395,19,S30-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,338.0,28,1,0.0,0,0,0,433.0,5
16396,19,S30-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,439.0,5
16397,19,S30-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,309.0,5
16398,19,S30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,4.0,1
16399,19,S30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,0.22,2
16400,19,S30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,0.323,4
16401,19,S30-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,237.0,5
16402,19,S30-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,500.0,28,1,0.0,0,0,0,4.0,1
16403,19,S30-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,500.0,28,1,0.0,0,0,0,0.34,2
16404,19,S30-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,500.0,28,1,0.0,0,0,0,0.316,4
16405,19,S30-10-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,500.0,28,1,0.0,0,0,0,239.0,5
16406,19,S30-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,4.0,1
16407,19,S30-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,0.29,2
16408,19,S30-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,0.39,4
16409,19,S30-10-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,459.0,28,1,0.0,0,0,0,238.0,5
16410,19,S30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,1.0,1
16411,19,S30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,0.09,2
16412,19,S30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,0.11,4
16413,19,S30-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,647.0,5
16414,19,S30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,1.0,1
16415,19,S30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,0.16,2
16416,19,S30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,0.212,4
16417,19,S30-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,721.0,5
16418,19,S30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,3.0,1
16419,19,S30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,0.16,2
16420,19,S30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,0.242,4
16421,19,S30-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,304.0,5
16422,19,S30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,401.0,28,1,0.0,0,0,0,3.0,1
16423,19,S30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,401.0,28,1,0.0,0,0,0,0.23,2
16424,19,S30-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,401.0,28,1,0.0,0,0,0,307.0,5
16425,19,S30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,4.0,1
16426,19,S30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,0.18,2
16427,19,S30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,0.33,4
16428,19,S30-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,232.0,5
16429,19,S30-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,336.0,28,1,0.0,0,0,0,1.0,1
16430,19,S30-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,336.0,28,1,0.0,0,0,0,0.02,2
16431,19,S30-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,336.0,28,1,0.0,0,0,0,203.0,5
16432,19,S30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,2.0,1
16433,19,S30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,3.0,1
16434,19,S30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.09,2
16435,19,S30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,0.13,2
16436,19,S30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.171,4
16437,19,S30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,0.213,4
16438,19,S30-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,379.0,5
16439,19,S30-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,233.0,28,1,0.0,0,0,0,291.0,5
16440,19,S30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,4.0,1
16441,19,S30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.19,2
16442,19,S30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,0.302,4
16443,19,S30-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,332.0,28,1,0.0,0,0,0,237.0,5
16444,19,S30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,4.0,1
16445,19,S30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,0.18,2
16446,19,S30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,0.289,4
16447,19,S30-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,292.0,28,1,0.0,0,0,0,232.0,5
16448,19,S30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,2.0,1
16449,19,S30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,0.16,2
16450,19,S30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,0.233,4
16451,19,S30-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,337.0,28,1,0.0,0,0,0,426.0,5
16452,19,S30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,2.0,1
16453,19,S30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,0.13,2
16454,19,S30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,0.2,4
16455,19,S30-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,274.0,28,1,0.0,0,0,0,424.0,5
16456,19,S30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,4.0,1
16457,19,S30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,0.25,2
16458,19,S30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,0.353,4
16459,19,S30-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,411.0,28,1,0.0,0,0,0,238.0,5
16460,19,S30-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.002,4
16461,19,S30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,1.0,1
16462,19,S30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,0.02,2
16463,19,S30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,0.04,4
16464,19,S30-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,203.0,5
16465,19,S30-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,541.0,28,1,0.0,0,0,0,4.0,1
16466,19,S30-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,541.0,28,1,0.0,0,0,0,0.38,2
16467,19,S30-10-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,541.0,28,1,0.0,0,0,0,239.0,5
16468,19,S30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,1.0,1
16469,19,S30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.15,2
16470,19,S30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.19,4
16471,19,S30-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,711.0,5
16472,19,S30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,2.0,1
16473,19,S30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.15,2
16474,19,S30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.216,4
16475,19,S30-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,424.0,5
16476,19,S30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,2.0,1
16477,19,S30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,0.09,2
16478,19,S30-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,379.0,5
16479,19,S30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,3.0,1
16480,19,S30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,0.21,2
16481,19,S30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,0.301,4
16482,19,S30-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,402.0,28,1,0.0,0,0,0,305.0,5
16483,19,S30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,4.0,1
16484,19,S30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,0.24,2
16485,19,S30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,0.344,4
16486,19,S30-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,238.0,5
16487,19,S30-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.005,4
16488,19,S30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,2.0,1
16489,19,S30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,0.17,2
16490,19,S30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,0.245,4
16491,19,S30-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,427.0,5
16492,19,S30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,3.0,1
16493,19,S30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,0.13,2
16494,19,S30-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,379.0,28,1,0.0,0,0,0,291.0,5
16495,19,S30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,3.0,1
16496,19,S30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,0.18,2
16497,19,S30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,0.259,4
16498,19,S30-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,350.0,28,1,0.0,0,0,0,304.0,5
16499,19,S30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,373.0,28,1,0.0,0,0,0,3.0,1
16500,19,S30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,373.0,28,1,0.0,0,0,0,0.19,2
16501,19,S30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,373.0,28,1,0.0,0,0,0,0.274,4
16502,19,S30-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,373.0,28,1,0.0,0,0,0,304.0,5
16503,19,S30-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,1.0,1
16504,19,S30-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,0.01,2
16505,19,S30-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,153.0,28,1,0.0,0,0,0,176.0,5
16506,19,S30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,4.0,1
16507,19,S30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.08,2
16508,19,S30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.109,4
16509,19,S30-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,220.0,5
16510,19,S30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,6.0,1
16511,19,S30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.1,2
16512,19,S30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.119,4
16513,19,S30-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,158.0,5
16514,19,S30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,6.0,1
16515,19,S30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.1,2
16516,19,S30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.123,4
16517,19,S30-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,158.0,5
16518,19,S30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,1.0,1
16519,19,S30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,6.0,1
16520,19,S30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.06,2
16521,19,S30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.11,2
16522,19,S30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.062,4
16523,19,S30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.133,4
16524,19,S30-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,540.0,5
16525,19,S30-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,158.0,5
16526,19,S30-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.006,4
16527,19,S30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,2.0,1
16528,19,S30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,3.0,1
16529,19,S30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,0.07,2
16530,19,S30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.07,2
16531,19,S30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,0.08,4
16532,19,S30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.093,4
16533,19,S30-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,369.0,5
16534,19,S30-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,272.0,5
16535,19,S30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,5.0,1
16536,19,S30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.08,2
16537,19,S30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.104,4
16538,19,S30-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,180.0,5
16539,19,S30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,4.0,1
16540,19,S30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.06,2
16541,19,S30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.095,4
16542,19,S30-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,210.0,5
16543,19,S30-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,6.0,1
16544,19,S30-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.26,2
16545,19,S30-14-1,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,160.0,5
16546,19,S30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,3.0,1
16547,19,S30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.06,2
16548,19,S30-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,258.0,5
16549,19,S30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,2.0,1
16550,19,S30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.04,2
16551,19,S30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.079,4
16552,19,S30-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,299.0,5
16553,19,S30-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,2.0,28,1,0.0,0,0,0,0.001,4
16554,19,S30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,5.0,1
16555,19,S30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.09,2
16556,19,S30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.115,4
16557,19,S30-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,184.0,5
16558,19,S30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,2.0,1
16559,19,S30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,0.04,2
16560,19,S30-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,169.0,28,1,0.0,0,0,0,299.0,5
16561,19,S30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,5.0,1
16562,19,S30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.08,2
16563,19,S30-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,180.0,5
16564,19,S30-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,6.0,1
16565,19,S30-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.19,2
16566,19,S30-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,0.238,4
16567,19,S30-14-1,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,331.0,28,1,0.0,0,0,0,159.0,5
16568,19,S30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,3.0,1
16569,19,S30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,4.0,1
16570,19,S30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.06,2
16571,19,S30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.07,2
16572,19,S30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.086,4
16573,19,S30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.101,4
16574,19,S30-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,258.0,5
16575,19,S30-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,220.0,5
16576,19,S30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,1.0,1
16577,19,S30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.04,2
16578,19,S30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.042,4
16579,19,S30-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,463.0,5
16580,19,S30-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.004,4
16581,19,S30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,3.0,1
16582,19,S30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.07,2
16583,19,S30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.096,4
16584,19,S30-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,271.0,5
16585,19,S30-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,6.0,1
16586,19,S30-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,0.22,2
16587,19,S30-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,0.267,4
16588,19,S30-14-1,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,160.0,5
16589,19,S30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,5.0,1
16590,19,S30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.1,2
16591,19,S30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.12,4
16592,19,S30-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,156.0,5
16593,19,S30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,1.0,1
16594,19,S30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.01,2
16595,19,S30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.026,4
16596,19,S30-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,176.0,5
16597,19,S30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,4.0,1
16598,19,S30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.09,2
16599,19,S30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.114,4
16600,19,S30-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,220.0,5
16601,19,S30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,2.0,1
16602,19,S30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.08,2
16603,19,S30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.088,4
16604,19,S30-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,372.0,5
16605,19,S30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,3.0,1
16606,19,S30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.08,2
16607,19,S30-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,273.0,5
16608,19,S30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,6.0,1
16609,19,S30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.08,2
16610,19,S30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.111,4
16611,19,S30-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,156.0,5
16612,19,S30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,4.0,1
16613,19,S30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.06,2
16614,19,S30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.107,4
16615,19,S30-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,210.0,5
16616,19,S30-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,6.0,1
16617,19,S30-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.13,2
16618,19,S30-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.15,4
16619,19,S30-14-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,158.0,5
16620,19,S30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,1.0,1
16621,19,S30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.06,2
16622,19,S30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,0.07,4
16623,19,S30-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,148.0,28,1,0.0,0,0,0,544.0,5
16624,19,S30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,2.0,1
16625,19,S30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.05,2
16626,19,S30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.074,4
16627,19,S30-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,363.0,5
16628,19,S30-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,6.0,1
16629,19,S30-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,0.16,2
16630,19,S30-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,0.202,4
16631,19,S30-14-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,287.0,28,1,0.0,0,0,0,159.0,5
16632,19,S30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,1.0,1
16633,19,S30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.01,2
16634,19,S30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.028,4
16635,19,S30-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,188.0,5
16636,19,S30-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,7.0,1
16637,19,S30-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,0.22,2
16638,19,S30-14-2,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,139.0,5
16639,19,S30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,2.0,1
16640,19,S30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.05,2
16641,19,S30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.065,4
16642,19,S30-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,313.0,5
16643,19,S30-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,248.0,28,1,0.0,0,0,0,6.0,1
16644,19,S30-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,248.0,28,1,0.0,0,0,0,0.14,2
16645,19,S30-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,248.0,28,1,0.0,0,0,0,0.157,4
16646,19,S30-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,248.0,28,1,0.0,0,0,0,159.0,5
16647,19,S30-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,7.0,1
16648,19,S30-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,0.14,2
16649,19,S30-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,0.162,4
16650,19,S30-14-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,250.0,28,1,0.0,0,0,0,139.0,5
16651,19,S30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,5.0,1
16652,19,S30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,0.12,2
16653,19,S30-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.004,4
16654,19,S30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,0.137,4
16655,19,S30-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,186.0,5
16656,19,S30-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,7.0,1
16657,19,S30-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.009,2
16658,19,S30-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.153,4
16659,19,S30-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,138.0,5
16660,19,S30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,5.0,1
16661,19,S30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.09,2
16662,19,S30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.112,4
16663,19,S30-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,183.0,5
16664,19,S30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,3.0,1
16665,19,S30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.05,2
16666,19,S30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.075,4
16667,19,S30-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,257.0,5
16668,19,S30-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,6.0,1
16669,19,S30-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.13,2
16670,19,S30-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,0.144,4
16671,19,S30-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,220.0,28,1,0.0,0,0,0,159.0,5
16672,19,S30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,5.0,1
16673,19,S30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.1,2
16674,19,S30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.114,4
16675,19,S30-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,186.0,5
16676,19,S30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,5.0,1
16677,19,S30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.11,2
16678,19,S30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.125,4
16679,19,S30-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,186.0,5
16680,19,S30-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,7.0,1
16681,19,S30-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.17,2
16682,19,S30-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,0.188,4
16683,19,S30-14-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,293.0,28,1,0.0,0,0,0,139.0,5
16684,19,S30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,4.0,1
16685,19,S30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.1,2
16686,19,S30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.113,4
16687,19,S30-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,224.0,5
16688,19,S30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,2.0,1
16689,19,S30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,0.08,2
16690,19,S30-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,166.0,28,1,0.0,0,0,0,373.0,5
16691,19,S30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,4.0,1
16692,19,S30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.09,2
16693,19,S30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.099,4
16694,19,S30-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,223.0,5
16695,19,S30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,3.0,1
16696,19,S30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.07,2
16697,19,S30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.07,4
16698,19,S30-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,280.0,5
16699,19,S30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,2.0,1
16700,19,S30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.05,2
16701,19,S30-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,313.0,5
16702,19,S30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,1.0,1
16703,19,S30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.07,2
16704,19,S30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.063,4
16705,19,S30-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,545.0,5
16706,19,S30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,3.0,1
16707,19,S30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.09,2
16708,19,S30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.083,4
16709,19,S30-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,281.0,5
16710,19,S30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,3.0,1
16711,19,S30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.08,2
16712,19,S30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.077,4
16713,19,S30-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,280.0,5
16714,19,S30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,4.0,1
16715,19,S30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.07,2
16716,19,S30-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,217.0,5
16717,19,S30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,5.0,1
16718,19,S30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,0.09,2
16719,19,S30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,0.121,4
16720,19,S30-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,214.0,28,1,0.0,0,0,0,183.0,5
16721,19,S30-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,1.0,1
16722,19,S30-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.01,2
16723,19,S30-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,188.0,5
16724,19,S30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,2.0,1
16725,19,S30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.07,2
16726,19,S30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,0.072,4
16727,19,S30-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,156.0,28,1,0.0,0,0,0,369.0,5
16728,19,S30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,6.0,1
16729,19,S30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.12,2
16730,19,S30-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,158.0,5
16731,19,S30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,3.0,1
16732,19,S30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.05,2
16733,19,S30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.064,4
16734,19,S30-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,257.0,5
16735,19,S30-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,7.0,1
16736,19,S30-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,0.2,2
16737,19,S30-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,0.218,4
16738,19,S30-14-2,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,329.0,28,1,0.0,0,0,0,139.0,5
16739,19,S30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,6.0,1
16740,19,S30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.12,2
16741,19,S30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.14,4
16742,19,S30-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,158.0,5
16743,19,S30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,1.0,1
16744,19,S30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.05,2
16745,19,S30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,0.049,4
16746,19,S30-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,140.0,28,1,0.0,0,0,0,506.0,5
16747,19,S30-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,7.0,1
16748,19,S30-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,0.13,2
16749,19,S30-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,261.0,28,1,0.0,0,0,0,138.0,5
16750,19,S30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,4.0,1
16751,19,S30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,4.0,1
16752,19,S30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.07,2
16753,19,S30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.09,2
16754,19,S30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,0.075,4
16755,19,S30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.086,4
16756,19,S30-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,138.0,28,1,0.0,0,0,0,217.0,5
16757,19,S30-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,224.0,5
16758,19,S30-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.003,4
16759,19,S30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,4.0,1
16760,19,S30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.11,2
16761,19,S30-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,225.0,5
16762,19,S30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,3.0,1
16763,19,S30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.08,2
16764,19,S30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,0.089,4
16765,19,S30-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,179.0,28,1,0.0,0,0,0,278.0,5
16766,19,S30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,3.0,1
16767,19,S30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.06,2
16768,19,S30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.071,4
16769,19,S30-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,272.0,5
16770,19,S30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,4.0,1
16771,19,S30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.09,2
16772,19,S30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,0.109,4
16773,19,S30-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,182.0,28,1,0.0,0,0,0,223.0,5
16774,19,S30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,4.0,1
16775,19,S30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.07,2
16776,19,S30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,0.102,4
16777,19,S30-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,195.0,28,1,0.0,0,0,0,215.0,5
16778,19,S30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,2.0,1
16779,19,S30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,0.04,2
16780,19,S30-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,160.0,28,1,0.0,0,0,0,298.0,5
16781,19,S30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,1.0,1
16782,19,S30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.05,2
16783,19,S30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.028,4
16784,19,S30-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,484.0,5
16785,19,S30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,2.0,1
16786,19,S30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.07,2
16787,19,S30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.065,4
16788,19,S30-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,372.0,5
16789,19,S30-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,6.0,1
16790,19,S30-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.15,2
16791,19,S30-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.168,4
16792,19,S30-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,160.0,5
16793,19,S30-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,252.0,28,1,0.0,0,0,0,6.0,1
16794,19,S30-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,252.0,28,1,0.0,0,0,0,0.13,2
16795,19,S30-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,252.0,28,1,0.0,0,0,0,158.0,5
16796,19,S30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,5.0,1
16797,19,S30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.13,2
16798,19,S30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.138,4
16799,19,S30-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,187.0,5
16800,19,S30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,1.0,1
16801,19,S30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.02,2
16802,19,S30-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,277.0,5
16803,19,S30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,3.0,1
16804,19,S30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,0.1,2
16805,19,S30-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,188.0,28,1,0.0,0,0,0,281.0,5
16806,19,S30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,3.0,1
16807,19,S30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,0.05,2
16808,19,S30-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,154.0,28,1,0.0,0,0,0,261.0,5
16809,19,S30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,3.0,1
16810,19,S30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.05,2
16811,19,S30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,0.069,4
16812,19,S30-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,129.0,28,1,0.0,0,0,0,261.0,5
16813,19,S30-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,1.0,1
16814,19,S30-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,6.0,1
16815,19,S30-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.01,2
16816,19,S30-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.13,2
16817,19,S30-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.152,4
16818,19,S30-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,139.0,5
16819,19,S30-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,158.0,5
16820,19,S30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,4.0,1
16821,19,S30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.11,2
16822,19,S30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.12,4
16823,19,S30-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,224.0,5
16824,19,S30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,4.0,1
16825,19,S30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.07,2
16826,19,S30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.114,4
16827,19,S30-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,215.0,5
16828,19,S30-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,6.0,1
16829,19,S30-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,0.26,2
16830,19,S30-14-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,160.0,5
16831,19,S30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,5.0,1
16832,19,S30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.12,2
16833,19,S30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.126,4
16834,19,S30-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,187.0,5
16835,19,S30-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,264.0,28,1,0.0,0,0,0,6.0,1
16836,19,S30-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,264.0,28,1,0.0,0,0,0,0.16,2
16837,19,S30-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,264.0,28,1,0.0,0,0,0,0.177,4
16838,19,S30-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,264.0,28,1,0.0,0,0,0,160.0,5
16839,19,S30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,5.0,1
16840,19,S30-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,6.0,1
16841,19,S30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.09,2
16842,19,S30-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.13,2
16843,19,S30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,0.135,4
16844,19,S30-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,0.149,4
16845,19,S30-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,150.0,28,1,0.0,0,0,0,183.0,5
16846,19,S30-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,199.0,28,1,0.0,0,0,0,160.0,5
16847,19,S30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,5.0,1
16848,19,S30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.1,2
16849,19,S30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,0.117,4
16850,19,S30-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,181.0,28,1,0.0,0,0,0,187.0,5
16851,19,S30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,3.0,1
16852,19,S30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.07,2
16853,19,S30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.079,4
16854,19,S30-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,275.0,5
16855,19,S30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,2.0,1
16856,19,S30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.04,2
16857,19,S30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.054,4
16858,19,S30-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,298.0,5
16859,19,S30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,1.0,1
16860,19,S30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.01,2
16861,19,S30-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,139.0,5
16862,19,S30-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,6.0,1
16863,19,S30-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,0.23,2
16864,19,S30-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,0.256,4
16865,19,S30-14-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,342.0,28,1,0.0,0,0,0,160.0,5
16866,19,S30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,4.0,1
16867,19,S30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.11,2
16868,19,S30-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,225.0,5
16869,19,S30-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,6.0,1
16870,19,S30-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.19,2
16871,19,S30-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,0.205,4
16872,19,S30-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,305.0,28,1,0.0,0,0,0,160.0,5
16873,19,S30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,4.0,1
16874,19,S30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,4.0,1
16875,19,S30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.08,2
16876,19,S30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.1,2
16877,19,S30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.104,4
16878,19,S30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,0.115,4
16879,19,S30-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,223.0,5
16880,19,S30-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,193.0,28,1,0.0,0,0,0,223.0,5
16881,19,S30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,5.0,1
16882,19,S30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.09,2
16883,19,S30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,0.129,4
16884,19,S30-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,208.0,28,1,0.0,0,0,0,183.0,5
16885,19,S30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,5.0,1
16886,19,S30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.04,2
16887,19,S30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.073,4
16888,19,S30-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,169.0,5
16889,19,S30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,2.0,1
16890,19,S30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.02,2
16891,19,S30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.036,4
16892,19,S30-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,224.0,5
16893,19,S30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,5.0,1
16894,19,S30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.05,2
16895,19,S30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.071,4
16896,19,S30-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,175.0,5
16897,19,S30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,5.0,1
16898,19,S30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.09,2
16899,19,S30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,0.127,4
16900,19,S30-20-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,147.0,28,1,0.0,0,0,0,178.0,5
16901,19,S30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,2.0,1
16902,19,S30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.03,2
16903,19,S30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,4
16904,19,S30-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,294.0,5
16905,19,S30-20-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,50.0,28,1,0.0,0,0,0,0.005,4
16906,19,S30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,6.0,1
16907,19,S30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,0.14,2
16908,19,S30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,0.171,4
16909,19,S30-20-1,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,153.0,5
16910,19,S30-20-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,31.0,28,1,0.0,0,0,0,0.003,4
16911,19,S30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,4.0,1
16912,19,S30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
16913,19,S30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.064,4
16914,19,S30-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,204.0,5
16915,19,S30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,4.0,1
16916,19,S30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.04,2
16917,19,S30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,0.066,4
16918,19,S30-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,98.0,28,1,0.0,0,0,0,194.0,5
16919,19,S30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,5.0,1
16920,19,S30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.04,2
16921,19,S30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.066,4
16922,19,S30-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,169.0,5
16923,19,S30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,5.0,1
16924,19,S30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.11,2
16925,19,S30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.155,4
16926,19,S30-20-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,178.0,5
16927,19,S30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,4.0,1
16928,19,S30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.05,2
16929,19,S30-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,205.0,5
16930,19,S30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,3.0,1
16931,19,S30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.03,2
16932,19,S30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.054,4
16933,19,S30-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,220.0,5
16934,19,S30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,5.0,1
16935,19,S30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,0.06,2
16936,19,S30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,0.084,4
16937,19,S30-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,175.0,5
16938,19,S30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,2.0,1
16939,19,S30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
16940,19,S30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.054,4
16941,19,S30-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,297.0,5
16942,19,S30-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,1.0,1
16943,19,S30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,5.0,1
16944,19,S30-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.03,2
16945,19,S30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.05,2
16946,19,S30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.075,4
16947,19,S30-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,369.0,5
16948,19,S30-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,174.0,5
16949,19,S30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,1.0,1
16950,19,S30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.03,2
16951,19,S30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.034,4
16952,19,S30-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,370.0,5
16953,19,S30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,3.0,1
16954,19,S30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.05,2
16955,19,S30-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,247.0,5
16956,19,S30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,3.0,1
16957,19,S30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
16958,19,S30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.06,4
16959,19,S30-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,246.0,5
16960,19,S30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,2.0,1
16961,19,S30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.02,2
16962,19,S30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.043,4
16963,19,S30-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,224.0,5
16964,19,S30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,3.0,1
16965,19,S30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,0.03,2
16966,19,S30-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,220.0,5
16967,19,S30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,4.0,1
16968,19,S30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,6.0,1
16969,19,S30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.05,2
16970,19,S30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,0.14,2
16971,19,S30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.068,4
16972,19,S30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,0.19,4
16973,19,S30-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,204.0,5
16974,19,S30-20-1,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,153.0,5
16975,19,S30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,4.0,1
16976,19,S30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
16977,19,S30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.062,4
16978,19,S30-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,194.0,5
16979,19,S30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,1.0,1
16980,19,S30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.01,2
16981,19,S30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.023,4
16982,19,S30-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,160.0,5
16983,19,S30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,5.0,1
16984,19,S30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.15,2
16985,19,S30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.2,4
16986,19,S30-20-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,180.0,5
16987,19,S30-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,1.0,1
16988,19,S30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,1.0,1
16989,19,S30-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.01,2
16990,19,S30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.04,2
16991,19,S30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.037,4
16992,19,S30-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,160.0,5
16993,19,S30-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,432.0,5
16994,19,S30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,1.0,1
16995,19,S30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.02,2
16996,19,S30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.028,4
16997,19,S30-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,345.0,5
16998,19,S30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,5.0,1
16999,19,S30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.07,2
17000,19,S30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.103,4
17001,19,S30-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,176.0,5
17002,19,S30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,2.0,1
17003,19,S30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.04,2
17004,19,S30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.046,4
17005,19,S30-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,317.0,5
17006,19,S30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,4.0,1
17007,19,S30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,4.0,1
17008,19,S30-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,6.0,1
17009,19,S30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.04,2
17010,19,S30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.05,2
17011,19,S30-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.06,2
17012,19,S30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,0.069,4
17013,19,S30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.07,4
17014,19,S30-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.103,4
17015,19,S30-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,69.0,28,1,0.0,0,0,0,196.0,5
17016,19,S30-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,204.0,5
17017,19,S30-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,151.0,5
17018,19,S30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,3.0,1
17019,19,S30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.04,2
17020,19,S30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.059,4
17021,19,S30-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,234.0,5
17022,19,S30-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,1.0,1
17023,19,S30-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,0.03,2
17024,19,S30-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,61.0,28,1,0.0,0,0,0,379.0,5
17025,19,S30-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,1.0,1
17026,19,S30-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.03,2
17027,19,S30-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,411.0,5
17028,19,S30-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,1.0,1
17029,19,S30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,4.0,1
17030,19,S30-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,0.01,2
17031,19,S30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.06,2
17032,19,S30-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,52.0,28,1,0.0,0,0,0,142.0,5
17033,19,S30-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,209.0,5
17034,19,S30-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,1.0,1
17035,19,S30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,5.0,1
17036,19,S30-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,0.01,2
17037,19,S30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.06,2
17038,19,S30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.087,4
17039,19,S30-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,71.0,28,1,0.0,0,0,0,142.0,5
17040,19,S30-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,175.0,5
17041,19,S30-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,6.0,1
17042,19,S30-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.08,2
17043,19,S30-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,0.116,4
17044,19,S30-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,136.0,28,1,0.0,0,0,0,153.0,5
17045,19,S30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,2.0,1
17046,19,S30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.05,2
17047,19,S30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,0.057,4
17048,19,S30-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,89.0,28,1,0.0,0,0,0,322.0,5
17049,19,S30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,4.0,1
17050,19,S30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.04,2
17051,19,S30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.063,4
17052,19,S30-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,204.0,5
17053,19,S30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,3.0,1
17054,19,S30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,0.04,2
17055,19,S30-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,80.0,28,1,0.0,0,0,0,252.0,5
17056,19,S30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,4.0,1
17057,19,S30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.06,2
17058,19,S30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.078,4
17059,19,S30-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,206.0,5
17060,19,S30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,5.0,1
17061,19,S30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.05,2
17062,19,S30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.077,4
17063,19,S30-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,171.0,5
17064,19,S30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,3.0,1
17065,19,S30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.04,2
17066,19,S30-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,234.0,5
17067,19,S30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,2.0,1
17068,19,S30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,3.0,1
17069,19,S30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.03,2
17070,19,S30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.04,2
17071,19,S30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.064,4
17072,19,S30-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,258.0,5
17073,19,S30-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,250.0,5
17074,19,S30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,4.0,1
17075,19,S30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,0.04,2
17076,19,S30-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,85.0,28,1,0.0,0,0,0,196.0,5
17077,19,S30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,1.0,1
17078,19,S30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.04,2
17079,19,S30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,0.01,4
17080,19,S30-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,77.0,28,1,0.0,0,0,0,428.0,5
17081,19,S30-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,6.0,1
17082,19,S30-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,6.0,1
17083,19,S30-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,0.07,2
17084,19,S30-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.09,2
17085,19,S30-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,0.108,4
17086,19,S30-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,0.158,4
17087,19,S30-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,153.0,5
17088,19,S30-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,155.0,28,1,0.0,0,0,0,154.0,5
17089,19,S30-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,6.0,1
17090,19,S30-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.16,2
17091,19,S30-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,0.198,4
17092,19,S30-20-2,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,228.0,28,1,0.0,0,0,0,155.0,5
17093,19,S30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,2.0,1
17094,19,S30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.03,2
17095,19,S30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.037,4
17096,19,S30-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,258.0,5
17097,19,S30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,5.0,1
17098,19,S30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,0.07,2
17099,19,S30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,0.091,4
17100,19,S30-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,176.0,5
17101,19,S30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,4.0,1
17102,19,S30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.05,2
17103,19,S30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.078,4
17104,19,S30-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,204.0,5
17105,19,S30-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,6.0,1
17106,19,S30-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.13,2
17107,19,S30-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.176,4
17108,19,S30-20-2,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,155.0,5
17109,19,S30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,5.0,1
17110,19,S30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.05,2
17111,19,S30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,0.08,4
17112,19,S30-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,92.0,28,1,0.0,0,0,0,171.0,5
17113,19,S30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,6.0,1
17114,19,S30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,0.06,2
17115,19,S30-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,124.0,28,1,0.0,0,0,0,151.0,5
17116,19,S30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,5.0,1
17117,19,S30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.06,2
17118,19,S30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.087,4
17119,19,S30-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,175.0,5
17120,19,S30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,3.0,1
17121,19,S30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,4.0,1
17122,19,S30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.03,2
17123,19,S30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.03,2
17124,19,S30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,0.061,4
17125,19,S30-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,221.0,5
17126,19,S30-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,81.0,28,1,0.0,0,0,0,189.0,5
17127,19,S30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,5.0,1
17128,19,S30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.05,2
17129,19,S30-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,172.0,5
17130,19,S30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,2.0,1
17131,19,S30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.02,2
17132,19,S30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,0.023,4
17133,19,S30-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,66.0,28,1,0.0,0,0,0,240.0,5
17134,19,S30-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,8.0,1
17135,19,S30-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.12,2
17136,19,S30-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.181,4
17137,19,S30-20-3,37,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,121.0,5
17138,19,S30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,3.0,1
17139,19,S30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.02,2
17140,19,S30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,0.028,4
17141,19,S30-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,75.0,28,1,0.0,0,0,0,196.0,5
17142,19,S30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,6.0,1
17143,19,S30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.05,2
17144,19,S30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.083,4
17145,19,S30-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,150.0,5
17146,19,S30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,4.0,1
17147,19,S30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,0.03,2
17148,19,S30-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,95.0,28,1,0.0,0,0,0,189.0,5
17149,19,S30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,2.0,1
17150,19,S30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,0.03,2
17151,19,S30-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,73.0,28,1,0.0,0,0,0,272.0,5
17152,19,S30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,7.0,1
17153,19,S30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,0.05,2
17154,19,S30-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,132.0,5
17155,19,S30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,2.0,1
17156,19,S30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.02,2
17157,19,S30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,0.017,4
17158,19,S30-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,62.0,28,1,0.0,0,0,0,230.0,5
17159,19,S30-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,8.0,1
17160,19,S30-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.05,2
17161,19,S30-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,0.092,4
17162,19,S30-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,106.0,28,1,0.0,0,0,0,120.0,5
17163,19,S30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,3.0,1
17164,19,S30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.02,2
17165,19,S30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,0.036,4
17166,19,S30-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,74.0,28,1,0.0,0,0,0,217.0,5
17167,19,S30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,6.0,1
17168,19,S30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.04,2
17169,19,S30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.085,4
17170,19,S30-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,148.0,5
17171,19,S30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,5.0,1
17172,19,S30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.05,2
17173,19,S30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.079,4
17174,19,S30-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,171.0,5
17175,19,S30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,6.0,1
17176,19,S30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.04,2
17177,19,S30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.08,4
17178,19,S30-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,148.0,5
17179,19,S30-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,8.0,1
17180,19,S30-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.07,2
17181,19,S30-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,0.129,4
17182,19,S30-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,151.0,28,1,0.0,0,0,0,120.0,5
17183,19,S30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,3.0,1
17184,19,S30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.03,2
17185,19,S30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.042,4
17186,19,S30-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,219.0,5
17187,19,S30-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,8.0,1
17188,19,S30-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.06,2
17189,19,S30-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.099,4
17190,19,S30-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,120.0,5
17191,19,S30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,3.0,1
17192,19,S30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
17193,19,S30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.056,4
17194,19,S30-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,233.0,5
17195,19,S30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,3.0,1
17196,19,S30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.02,2
17197,19,S30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.034,4
17198,19,S30-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,196.0,5
17199,19,S30-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,8.0,1
17200,19,S30-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.1,2
17201,19,S30-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,0.165,4
17202,19,S30-20-3,36,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,190.0,28,1,0.0,0,0,0,121.0,5
17203,19,S30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,5.0,1
17204,19,S30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,7.0,1
17205,19,S30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.04,2
17206,19,S30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.05,2
17207,19,S30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,0.072,4
17208,19,S30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.094,4
17209,19,S30-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,86.0,28,1,0.0,0,0,0,167.0,5
17210,19,S30-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,133.0,5
17211,19,S30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,6.0,1
17212,19,S30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,0.05,2
17213,19,S30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,0.088,4
17214,19,S30-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,150.0,5
17215,19,S30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,2.0,1
17216,19,S30-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,8.0,1
17217,19,S30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,0.01,2
17218,19,S30-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.06,2
17219,19,S30-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.103,4
17220,19,S30-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,59.0,28,1,0.0,0,0,0,146.0,5
17221,19,S30-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,120.0,5
17222,19,S30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,4.0,1
17223,19,S30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.05,2
17224,19,S30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.073,4
17225,19,S30-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,199.0,5
17226,19,S30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,2.0,1
17227,19,S30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,7.0,1
17228,19,S30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,0.01,2
17229,19,S30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.05,2
17230,19,S30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.088,4
17231,19,S30-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,68.0,28,1,0.0,0,0,0,146.0,5
17232,19,S30-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,132.0,5
17233,19,S30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,2.0,1
17234,19,S30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,0.01,2
17235,19,S30-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,60.0,28,1,0.0,0,0,0,191.0,5
17236,19,S30-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,8.0,1
17237,19,S30-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,0.05,2
17238,19,S30-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,122.0,28,1,0.0,0,0,0,120.0,5
17239,19,S30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,4.0,1
17240,19,S30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.04,2
17241,19,S30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.067,4
17242,19,S30-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,198.0,5
17243,19,S30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,5.0,1
17244,19,S30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.04,2
17245,19,S30-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[41.9,46.3,47.2]","[1,160x320,0]","[7,28,90]",[2.8],"[1,160x320,1]",[28],[35900],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,167.0,5
17246,19,S32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,3.0,1
17247,19,S32-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,476.0,28,1,0.0,0,0,0,5.0,1
17248,19,S32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,0.12,2
17249,19,S32-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,476.0,28,1,0.0,0,0,0,0.27,2
17250,19,S32-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,476.0,28,1,0.0,0,0,0,0.294,4
17251,19,S32-10-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,398.0,28,1,0.0,0,0,0,288.0,5
17252,19,S32-10-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,476.0,28,1,0.0,0,0,0,193.0,5
17253,19,S32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,265.0,28,1,0.0,0,0,0,3.0,1
17254,19,S32-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,502.0,28,1,0.0,0,0,0,5.0,1
17255,19,S32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,265.0,28,1,0.0,0,0,0,0.12,2
17256,19,S32-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,502.0,28,1,0.0,0,0,0,0.31,2
17257,19,S32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,265.0,28,1,0.0,0,0,0,0.145,4
17258,19,S32-10-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,265.0,28,1,0.0,0,0,0,288.0,5
17259,19,S32-10-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,502.0,28,1,0.0,0,0,0,193.0,5
17260,19,S32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,3.0,1
17261,19,S32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,0.21,2
17262,19,S32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,0.217,4
17263,19,S32-10-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,427.0,28,1,0.0,0,0,0,303.0,5
17264,19,S32-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,5.0,1
17265,19,S32-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,0.21,2
17266,19,S32-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,0.236,4
17267,19,S32-10-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,346.0,28,1,0.0,0,0,0,191.0,5
17268,19,S32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,1.0,1
17269,19,S32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.09,2
17270,19,S32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.082,4
17271,19,S32-10-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,710.0,5
17272,19,S32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,2.0,1
17273,19,S32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,0.1,2
17274,19,S32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,0.13,4
17275,19,S32-10-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,240.0,28,1,0.0,0,0,0,375.0,5
17276,19,S32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,4.0,1
17277,19,S32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,0.2,2
17278,19,S32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,0.211,4
17279,19,S32-10-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,236.0,5
17280,19,S32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,1.0,1
17281,19,S32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,0.14,2
17282,19,S32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,0.131,4
17283,19,S32-10-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,318.0,28,1,0.0,0,0,0,700.0,5
17284,19,S32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,3.0,1
17285,19,S32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,0.18,2
17286,19,S32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,0.194,4
17287,19,S32-10-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,302.0,5
17288,19,S32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,4.0,1
17289,19,S32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,0.19,2
17290,19,S32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,0.201,4
17291,19,S32-10-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,368.0,28,1,0.0,0,0,0,236.0,5
17292,19,S32-10-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,3.0,28,1,0.0,0,0,0,0.001,4
17293,19,S32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,1.0,1
17294,19,S32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,0.16,2
17295,19,S32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,0.157,4
17296,19,S32-10-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,712.0,5
17297,19,S32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,2.0,1
17298,19,S32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,0.17,2
17299,19,S32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,0.174,4
17300,19,S32-10-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,378.0,28,1,0.0,0,0,0,421.0,5
17301,19,S32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,2.0,1
17302,19,S32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,0.13,2
17303,19,S32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,0.148,4
17304,19,S32-10-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,304.0,28,1,0.0,0,0,0,417.0,5
17305,19,S32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,4.0,1
17306,19,S32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,0.17,2
17307,19,S32-10-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.005,4
17308,19,S32-10-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,444.0,28,1,0.0,0,0,0,231.0,5
17309,19,S32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,4.0,1
17310,19,S32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.17,2
17311,19,S32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,0.187,4
17312,19,S32-10-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,310.0,28,1,0.0,0,0,0,231.0,5
17313,19,S32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,2.0,1
17314,19,S32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,0.16,2
17315,19,S32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,0.165,4
17316,19,S32-10-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,360.0,28,1,0.0,0,0,0,419.0,5
17317,19,S32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,3.0,1
17318,19,S32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.15,2
17319,19,S32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.164,4
17320,19,S32-10-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,301.0,5
17321,19,S32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,3.0,1
17322,19,S32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,0.17,2
17323,19,S32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,0.176,4
17324,19,S32-10-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,375.0,28,1,0.0,0,0,0,301.0,5
17325,19,S32-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,5.0,1
17326,19,S32-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,0.23,2
17327,19,S32-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,0.256,4
17328,19,S32-10-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,404.0,28,1,0.0,0,0,0,193.0,5
17329,19,S32-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,4.0,1
17330,19,S32-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,0.24,2
17331,19,S32-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,0.259,4
17332,19,S32-10-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,450.0,28,1,0.0,0,0,0,236.0,5
17333,19,S32-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,1.0,1
17334,19,S32-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,0.02,2
17335,19,S32-10-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,365.0,28,1,0.0,0,0,0,195.0,5
17336,19,S32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,1.0,1
17337,19,S32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.02,2
17338,19,S32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.053,4
17339,19,S32-10-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,195.0,5
17340,19,S32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,2.0,1
17341,19,S32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,0.1,2
17342,19,S32-10-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,380.0,28,1,0.0,0,0,0,375.0,5
17343,19,S32-10-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.003,4
17344,19,S32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,1.0,1
17345,19,S32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.11,2
17346,19,S32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.098,4
17347,19,S32-10-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,693.0,5
17348,19,S32-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,4.0,1
17349,19,S32-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,0.23,2
17350,19,S32-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,0.241,4
17351,19,S32-10-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,236.0,5
17352,19,S32-10-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,125.0,28,1,0.0,0,0,0,0.004,4
17353,19,S32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,1.0,1
17354,19,S32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,0.14,2
17355,19,S32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,0.158,4
17356,19,S32-10-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,311.0,28,1,0.0,0,0,0,709.0,5
17357,19,S32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,1.0,1
17358,19,S32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.2,2
17359,19,S32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,0.218,4
17360,19,S32-10-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,385.0,28,1,0.0,0,0,0,732.0,5
17361,19,S32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,2.0,1
17362,19,S32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.17,2
17363,19,S32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,0.227,4
17364,19,S32-10-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,361.0,28,1,0.0,0,0,0,424.0,5
17365,19,S32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,2.0,1
17366,19,S32-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,537.0,28,1,0.0,0,0,0,5.0,1
17367,19,S32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.2,2
17368,19,S32-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,537.0,28,1,0.0,0,0,0,0.25,2
17369,19,S32-10-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.005,4
17370,19,S32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.253,4
17371,19,S32-10-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,427.0,5
17372,19,S32-10-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,537.0,28,1,0.0,0,0,0,162.0,5
17373,19,S32-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,5.0,1
17374,19,S32-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.23,2
17375,19,S32-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.312,4
17376,19,S32-10-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,191.0,5
17377,19,S32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,408.0,28,1,0.0,0,0,0,1.0,1
17378,19,S32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,408.0,28,1,0.0,0,0,0,0.22,2
17379,19,S32-10-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,408.0,28,1,0.0,0,0,0,745.0,5
17380,19,S32-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,364.0,28,1,0.0,0,0,0,1.0,1
17381,19,S32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,3.0,1
17382,19,S32-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,4.0,1
17383,19,S32-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,364.0,28,1,0.0,0,0,0,0.02,2
17384,19,S32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,0.16,2
17385,19,S32-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,0.24,2
17386,19,S32-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,0.309,4
17387,19,S32-10-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,364.0,28,1,0.0,0,0,0,207.0,5
17388,19,S32-10-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,292.0,5
17389,19,S32-10-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,422.0,28,1,0.0,0,0,0,237.0,5
17390,19,S32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,2.0,1
17391,19,S32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,0.12,2
17392,19,S32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,0.184,4
17393,19,S32-10-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,253.0,28,1,0.0,0,0,0,385.0,5
17394,19,S32-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,505.0,28,1,0.0,0,0,0,5.0,1
17395,19,S32-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,505.0,28,1,0.0,0,0,0,0.27,2
17396,19,S32-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,505.0,28,1,0.0,0,0,0,0.36,4
17397,19,S32-10-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,505.0,28,1,0.0,0,0,0,193.0,5
17398,19,S32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,3.0,1
17399,19,S32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.16,2
17400,19,S32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,0.225,4
17401,19,S32-10-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,296.0,28,1,0.0,0,0,0,292.0,5
17402,19,S32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,2.0,1
17403,19,S32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,443.0,28,1,0.0,0,0,0,3.0,1
17404,19,S32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,0.22,2
17405,19,S32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,443.0,28,1,0.0,0,0,0,0.22,2
17406,19,S32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,0.269,4
17407,19,S32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,443.0,28,1,0.0,0,0,0,0.292,4
17408,19,S32-10-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,428.0,28,1,0.0,0,0,0,429.0,5
17409,19,S32-10-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,443.0,28,1,0.0,0,0,0,304.0,5
17410,19,S32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,414.0,28,1,0.0,0,0,0,2.0,1
17411,19,S32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,414.0,28,1,0.0,0,0,0,0.12,2
17412,19,S32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,414.0,28,1,0.0,0,0,0,0.244,4
17413,19,S32-10-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,414.0,28,1,0.0,0,0,0,385.0,5
17414,19,S32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,472.0,28,1,0.0,0,0,0,3.0,1
17415,19,S32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,472.0,28,1,0.0,0,0,0,0.25,2
17416,19,S32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,472.0,28,1,0.0,0,0,0,0.319,4
17417,19,S32-10-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,472.0,28,1,0.0,0,0,0,305.0,5
17418,19,S32-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,4.0,1
17419,19,S32-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,0.21,2
17420,19,S32-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,0.281,4
17421,19,S32-10-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,355.0,28,1,0.0,0,0,0,232.0,5
17422,19,S32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,2.0,1
17423,19,S32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.15,2
17424,19,S32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,0.209,4
17425,19,S32-10-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,321.0,28,1,0.0,0,0,0,423.0,5
17426,19,S32-10-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,1.0,28,1,0.0,0,0,0,0.002,4
17427,19,S32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,1.0,1
17428,19,S32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.1,2
17429,19,S32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,0.115,4
17430,19,S32-10-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,255.0,28,1,0.0,0,0,0,681.0,5
17431,19,S32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,509.0,28,1,0.0,0,0,0,4.0,1
17432,19,S32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,509.0,28,1,0.0,0,0,0,0.21,2
17433,19,S32-10-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,509.0,28,1,0.0,0,0,0,232.0,5
17434,19,S32-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,5.0,1
17435,19,S32-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,0.25,2
17436,19,S32-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,0.328,4
17437,19,S32-10-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,418.0,28,1,0.0,0,0,0,162.0,5
17438,19,S32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,1.0,1
17439,19,S32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,3.0,1
17440,19,S32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.02,2
17441,19,S32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,0.18,2
17442,19,S32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.067,4
17443,19,S32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,0.249,4
17444,19,S32-10-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,207.0,5
17445,19,S32-10-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,304.0,5
17446,19,S32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,3.0,1
17447,19,S32-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,501.0,28,1,0.0,0,0,0,5.0,1
17448,19,S32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.21,2
17449,19,S32-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,501.0,28,1,0.0,0,0,0,0.23,2
17450,19,S32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.273,4
17451,19,S32-10-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,304.0,5
17452,19,S32-10-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,501.0,28,1,0.0,0,0,0,191.0,5
17453,19,S32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,1.0,1
17454,19,S32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.18,2
17455,19,S32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.196,4
17456,19,S32-10-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,724.0,5
17457,19,S32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,1.0,1
17458,19,S32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.02,2
17459,19,S32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.092,4
17460,19,S32-10-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,685.0,5
17461,19,S32-10-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,200.0,28,1,0.0,0,0,0,0.003,4
17462,19,S32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,2.0,1
17463,19,S32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,0.15,2
17464,19,S32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,0.172,4
17465,19,S32-10-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,301.0,28,1,0.0,0,0,0,427.0,5
17466,19,S32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,509.0,28,1,0.0,0,0,0,5.0,1
17467,19,S32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,509.0,28,1,0.0,0,0,0,0.26,2
17468,19,S32-10-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,509.0,28,1,0.0,0,0,0,192.0,5
17469,19,S32-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,429.0,28,1,0.0,0,0,0,1.0,1
17470,19,S32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,2.0,1
17471,19,S32-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,429.0,28,1,0.0,0,0,0,0.03,2
17472,19,S32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.11,2
17473,19,S32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.144,4
17474,19,S32-10-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,429.0,28,1,0.0,0,0,0,242.0,5
17475,19,S32-10-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,386.0,5
17476,19,S32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,3.0,1
17477,19,S32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,0.22,2
17478,19,S32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,0.259,4
17479,19,S32-10-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,421.0,28,1,0.0,0,0,0,305.0,5
17480,19,S32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,3.0,1
17481,19,S32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,0.14,2
17482,19,S32-10-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,409.0,28,1,0.0,0,0,0,293.0,5
17483,19,S32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,3.0,1
17484,19,S32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,0.25,2
17485,19,S32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,0.29,4
17486,19,S32-10-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,449.0,28,1,0.0,0,0,0,306.0,5
17487,19,S32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,3.0,1
17488,19,S32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,0.14,2
17489,19,S32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,0.185,4
17490,19,S32-10-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,291.0,28,1,0.0,0,0,0,293.0,5
17491,19,S32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,3.0,1
17492,19,S32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.18,2
17493,19,S32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,0.217,4
17494,19,S32-10-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,382.0,28,1,0.0,0,0,0,303.0,5
17495,19,S32-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,503.0,28,1,0.0,0,0,0,5.0,1
17496,19,S32-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,503.0,28,1,0.0,0,0,0,0.29,2
17497,19,S32-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,503.0,28,1,0.0,0,0,0,0.354,4
17498,19,S32-10-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,503.0,28,1,0.0,0,0,0,193.0,5
17499,19,S32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,1.0,1
17500,19,S32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,472.0,28,1,0.0,0,0,0,4.0,1
17501,19,S32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,0.14,2
17502,19,S32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,472.0,28,1,0.0,0,0,0,0.29,2
17503,19,S32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,0.081,4
17504,19,S32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,472.0,28,1,0.0,0,0,0,0.323,4
17505,19,S32-10-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,302.0,28,1,0.0,0,0,0,717.0,5
17506,19,S32-10-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,472.0,28,1,0.0,0,0,0,238.0,5
17507,19,S32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,5.0,1
17508,19,S32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,0.27,2
17509,19,S32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,0.335,4
17510,19,S32-10-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,467.0,28,1,0.0,0,0,0,193.0,5
17511,19,S32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,4.0,1
17512,19,S32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,0.24,2
17513,19,S32-10-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,0.002,4
17514,19,S32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,0.278,4
17515,19,S32-10-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,371.0,28,1,0.0,0,0,0,238.0,5
17516,19,S32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,5.0,1
17517,19,S32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,0.26,2
17518,19,S32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,0.327,4
17519,19,S32-10-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,439.0,28,1,0.0,0,0,0,192.0,5
17520,19,S32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,492.0,28,1,0.0,0,0,0,4.0,1
17521,19,S32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,492.0,28,1,0.0,0,0,0,0.22,2
17522,19,S32-10-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,492.0,28,1,0.0,0,0,0,234.0,5
17523,19,S32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,1.0,1
17524,19,S32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,4.0,1
17525,19,S32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,0.18,2
17526,19,S32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.22,2
17527,19,S32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,0.106,4
17528,19,S32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,0.268,4
17529,19,S32-10-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,363.0,28,1,0.0,0,0,0,726.0,5
17530,19,S32-10-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,339.0,28,1,0.0,0,0,0,234.0,5
17531,19,S32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,401.0,28,1,0.0,0,0,0,3.0,1
17532,19,S32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,401.0,28,1,0.0,0,0,0,0.2,2
17533,19,S32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,401.0,28,1,0.0,0,0,0,0.227,4
17534,19,S32-10-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,401.0,28,1,0.0,0,0,0,303.0,5
17535,19,S32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,2.0,1
17536,19,S32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,0.11,2
17537,19,S32-10-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,388.0,28,1,0.0,0,0,0,386.0,5
17538,19,S32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,1.0,1
17539,19,S32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.11,2
17540,19,S32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,0.061,4
17541,19,S32-10-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,203.0,28,1,0.0,0,0,0,743.0,5
17542,19,S32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,2.0,1
17543,19,S32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,0.19,2
17544,19,S32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,0.213,4
17545,19,S32-10-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,381.0,28,1,0.0,0,0,0,430.0,5
17546,19,S32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,1.0,1
17547,19,S32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.03,2
17548,19,S32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.044,4
17549,19,S32-10-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,242.0,5
17550,19,S32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,2.0,1
17551,19,S32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,0.17,2
17552,19,S32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,0.19,4
17553,19,S32-10-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",200533.0,2,579.3,[10],[50],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,428.0,5
17554,19,S32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,1.0,1
17555,19,S32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.08,2
17556,19,S32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,0.06,4
17557,19,S32-14-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,191.0,28,1,0.0,0,0,0,547.0,5
17558,19,S32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,4.0,1
17559,19,S32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.13,2
17560,19,S32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,0.164,4
17561,19,S32-14-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,256.0,28,1,0.0,0,0,0,223.0,5
17562,19,S32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,3.0,1
17563,19,S32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,6.0,1
17564,19,S32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,0.1,2
17565,19,S32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,0.18,2
17566,19,S32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,0.122,4
17567,19,S32-14-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,276.0,5
17568,19,S32-14-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,344.0,28,1,0.0,0,0,0,158.0,5
17569,19,S32-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,6.0,1
17570,19,S32-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,0.19,2
17571,19,S32-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,0.231,4
17572,19,S32-14-1,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,333.0,28,1,0.0,0,0,0,159.0,5
17573,19,S32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,1.0,1
17574,19,S32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.07,2
17575,19,S32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,0.046,4
17576,19,S32-14-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,170.0,28,1,0.0,0,0,0,519.0,5
17577,19,S32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,5.0,1
17578,19,S32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.15,2
17579,19,S32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,0.181,4
17580,19,S32-14-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,278.0,28,1,0.0,0,0,0,186.0,5
17581,19,S32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,3.0,1
17582,19,S32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,0.11,2
17583,19,S32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,0.133,4
17584,19,S32-14-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,278.0,5
17585,19,S32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,5.0,1
17586,19,S32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.12,2
17587,19,S32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.159,4
17588,19,S32-14-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,183.0,5
17589,19,S32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,4.0,1
17590,19,S32-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,6.0,1
17591,19,S32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.1,2
17592,19,S32-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,0.26,2
17593,19,S32-14-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,216.0,5
17594,19,S32-14-1,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,399.0,28,1,0.0,0,0,0,160.0,5
17595,19,S32-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,6.0,1
17596,19,S32-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,0.22,2
17597,19,S32-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,0.296,4
17598,19,S32-14-1,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,374.0,28,1,0.0,0,0,0,160.0,5
17599,19,S32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,4.0,1
17600,19,S32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,0.14,2
17601,19,S32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,0.173,4
17602,19,S32-14-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,270.0,28,1,0.0,0,0,0,224.0,5
17603,19,S32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,2.0,1
17604,19,S32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.06,2
17605,19,S32-14-1,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.005,4
17606,19,S32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.061,4
17607,19,S32-14-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,313.0,5
17608,19,S32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,6.0,1
17609,19,S32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,0.18,2
17610,19,S32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,0.213,4
17611,19,S32-14-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,298.0,28,1,0.0,0,0,0,158.0,5
17612,19,S32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,2.0,1
17613,19,S32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,4.0,1
17614,19,S32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,0.06,2
17615,19,S32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,0.11,2
17616,19,S32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,0.151,4
17617,19,S32-14-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,217.0,28,1,0.0,0,0,0,313.0,5
17618,19,S32-14-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,231.0,28,1,0.0,0,0,0,223.0,5
17619,19,S32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,5.0,1
17620,19,S32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,0.12,2
17621,19,S32-14-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,282.0,28,1,0.0,0,0,0,183.0,5
17622,19,S32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,2.0,1
17623,19,S32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.07,2
17624,19,S32-14-1,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.003,4
17625,19,S32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.066,4
17626,19,S32-14-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,358.0,5
17627,19,S32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,4.0,1
17628,19,S32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.1,2
17629,19,S32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,0.137,4
17630,19,S32-14-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,197.0,28,1,0.0,0,0,0,216.0,5
17631,19,S32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,3.0,1
17632,19,S32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.07,2
17633,19,S32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,0.067,4
17634,19,S32-14-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,159.0,28,1,0.0,0,0,0,254.0,5
17635,19,S32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,3.0,1
17636,19,S32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,0.07,2
17637,19,S32-14-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,223.0,28,1,0.0,0,0,0,254.0,5
17638,19,S32-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,1.0,1
17639,19,S32-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,0.02,2
17640,19,S32-14-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,221.0,28,1,0.0,0,0,0,197.0,5
17641,19,S32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,1.0,1
17642,19,S32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,3.0,1
17643,19,S32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.02,2
17644,19,S32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.1,2
17645,19,S32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,0.033,4
17646,19,S32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.109,4
17647,19,S32-14-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,121.0,28,1,0.0,0,0,0,197.0,5
17648,19,S32-14-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,275.0,5
17649,19,S32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,2.0,1
17650,19,S32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.09,2
17651,19,S32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,0.072,4
17652,19,S32-14-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,212.0,28,1,0.0,0,0,0,363.0,5
17653,19,S32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,3.0,1
17654,19,S32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.08,2
17655,19,S32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.088,4
17656,19,S32-14-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,274.0,5
17657,19,S32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,5.0,1
17658,19,S32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,0.19,2
17659,19,S32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,0.218,4
17660,19,S32-14-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,323.0,28,1,0.0,0,0,0,187.0,5
17661,19,S32-14-1,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.001,4
17662,19,S32-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,6.0,1
17663,19,S32-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,0.22,2
17664,19,S32-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,0.306,4
17665,19,S32-14-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,322.0,28,1,0.0,0,0,0,160.0,5
17666,19,S32-14-2,1,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,0.0,28,1,0.0,0,0,0,0.002,4
17667,19,S32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,1.0,1
17668,19,S32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.05,2
17669,19,S32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,0.059,4
17670,19,S32-14-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,145.0,28,1,0.0,0,0,0,507.0,5
17671,19,S32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,2.0,1
17672,19,S32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,4.0,1
17673,19,S32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,5.0,1
17674,19,S32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.11,2
17675,19,S32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.11,2
17676,19,S32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,0.15,2
17677,19,S32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.115,4
17678,19,S32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,0.136,4
17679,19,S32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,0.166,4
17680,19,S32-14-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,378.0,5
17681,19,S32-14-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,225.0,28,1,0.0,0,0,0,224.0,5
17682,19,S32-14-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,276.0,28,1,0.0,0,0,0,186.0,5
17683,19,S32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,5.0,1
17684,19,S32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.19,2
17685,19,S32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,0.238,4
17686,19,S32-14-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,306.0,28,1,0.0,0,0,0,188.0,5
17687,19,S32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,257.0,28,1,0.0,0,0,0,5.0,1
17688,19,S32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,257.0,28,1,0.0,0,0,0,0.13,2
17689,19,S32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,257.0,28,1,0.0,0,0,0,0.152,4
17690,19,S32-14-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,257.0,28,1,0.0,0,0,0,186.0,5
17691,19,S32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,2.0,1
17692,19,S32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.07,2
17693,19,S32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.081,4
17694,19,S32-14-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,364.0,5
17695,19,S32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,5.0,1
17696,19,S32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.11,2
17697,19,S32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,0.133,4
17698,19,S32-14-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,202.0,28,1,0.0,0,0,0,182.0,5
17699,19,S32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,1.0,1
17700,19,S32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,0.08,2
17701,19,S32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,0.083,4
17702,19,S32-14-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,559.0,5
17703,19,S32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,1.0,1
17704,19,S32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.07,2
17705,19,S32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,0.071,4
17706,19,S32-14-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,165.0,28,1,0.0,0,0,0,527.0,5
17707,19,S32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,2.0,1
17708,19,S32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.05,2
17709,19,S32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.072,4
17710,19,S32-14-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,309.0,5
17711,19,S32-14-2,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,63.0,28,1,0.0,0,0,0,0.003,4
17712,19,S32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,5.0,1
17713,19,S32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,0.11,2
17714,19,S32-14-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,260.0,28,1,0.0,0,0,0,182.0,5
17715,19,S32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,5.0,1
17716,19,S32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,0.23,2
17717,19,S32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,0.294,4
17718,19,S32-14-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,330.0,28,1,0.0,0,0,0,189.0,5
17719,19,S32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,234.0,28,1,0.0,0,0,0,3.0,1
17720,19,S32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,234.0,28,1,0.0,0,0,0,0.11,2
17721,19,S32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,234.0,28,1,0.0,0,0,0,0.143,4
17722,19,S32-14-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,234.0,28,1,0.0,0,0,0,280.0,5
17723,19,S32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,3.0,1
17724,19,S32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.08,2
17725,19,S32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,0.114,4
17726,19,S32-14-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,171.0,28,1,0.0,0,0,0,264.0,5
17727,19,S32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,3.0,1
17728,19,S32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.11,2
17729,19,S32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,0.128,4
17730,19,S32-14-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,224.0,28,1,0.0,0,0,0,280.0,5
17731,19,S32-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,1.0,1
17732,19,S32-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,0.02,2
17733,19,S32-14-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,168.0,28,1,0.0,0,0,0,212.0,5
17734,19,S32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,4.0,1
17735,19,S32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.1,2
17736,19,S32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.125,4
17737,19,S32-14-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,217.0,5
17738,19,S32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,1.0,1
17739,19,S32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,0.02,2
17740,19,S32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,0.036,4
17741,19,S32-14-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,117.0,28,1,0.0,0,0,0,212.0,5
17742,19,S32-14-2,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.005,4
17743,19,S32-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,6.0,1
17744,19,S32-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,0.26,2
17745,19,S32-14-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,372.0,28,1,0.0,0,0,0,161.0,5
17746,19,S32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,2.0,1
17747,19,S32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,0.09,2
17748,19,S32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,0.101,4
17749,19,S32-14-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,205.0,28,1,0.0,0,0,0,372.0,5
17750,19,S32-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,6.0,1
17751,19,S32-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,0.22,2
17752,19,S32-14-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,357.0,28,1,0.0,0,0,0,160.0,5
17753,19,S32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,3.0,1
17754,19,S32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.1,2
17755,19,S32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,0.122,4
17756,19,S32-14-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,206.0,28,1,0.0,0,0,0,279.0,5
17757,19,S32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,2.0,1
17758,19,S32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.08,2
17759,19,S32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,0.088,4
17760,19,S32-14-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,186.0,28,1,0.0,0,0,0,368.0,5
17761,19,S32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,3.0,1
17762,19,S32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.13,2
17763,19,S32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.143,4
17764,19,S32-14-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,282.0,5
17765,19,S32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,4.0,1
17766,19,S32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,0.1,2
17767,19,S32-14-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,254.0,28,1,0.0,0,0,0,217.0,5
17768,19,S32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,2.0,1
17769,19,S32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.05,2
17770,19,S32-14-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,309.0,5
17771,19,S32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,3.0,1
17772,19,S32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,4.0,1
17773,19,S32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.08,2
17774,19,S32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.12,2
17775,19,S32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,0.105,4
17776,19,S32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,0.146,4
17777,19,S32-14-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,227.0,28,1,0.0,0,0,0,264.0,5
17778,19,S32-14-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,251.0,28,1,0.0,0,0,0,223.0,5
17779,19,S32-14-3,2,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,64.0,28,1,0.0,0,0,0,0.001,4
17780,19,S32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,4.0,1
17781,19,S32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,0.11,2
17782,19,S32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,0.127,4
17783,19,S32-14-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,235.0,28,1,0.0,0,0,0,222.0,5
17784,19,S32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,6.0,1
17785,19,S32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,0.14,2
17786,19,S32-14-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,294.0,28,1,0.0,0,0,0,158.0,5
17787,19,S32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,5.0,1
17788,19,S32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,0.12,2
17789,19,S32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,0.152,4
17790,19,S32-14-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,245.0,28,1,0.0,0,0,0,185.0,5
17791,19,S32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,2.0,1
17792,19,S32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,0.05,2
17793,19,S32-14-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,207.0,28,1,0.0,0,0,0,309.0,5
17794,19,S32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,6.0,1
17795,19,S32-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,6.0,1
17796,19,S32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,0.16,2
17797,19,S32-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,0.22,2
17798,19,S32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,0.216,4
17799,19,S32-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,0.296,4
17800,19,S32-14-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,288.0,28,1,0.0,0,0,0,159.0,5
17801,19,S32-14-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,359.0,28,1,0.0,0,0,0,160.0,5
17802,19,S32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,4.0,1
17803,19,S32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.08,2
17804,19,S32-14-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,215.0,5
17805,19,S32-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,6.0,1
17806,19,S32-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,0.26,2
17807,19,S32-14-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,394.0,28,1,0.0,0,0,0,160.0,5
17808,19,S32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,2.0,1
17809,19,S32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.1,2
17810,19,S32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,0.095,4
17811,19,S32-14-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,204.0,28,1,0.0,0,0,0,376.0,5
17812,19,S32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,1.0,1
17813,19,S32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.08,2
17814,19,S32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.077,4
17815,19,S32-14-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,538.0,5
17816,19,S32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,5.0,1
17817,19,S32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,0.15,2
17818,19,S32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,0.192,4
17819,19,S32-14-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,281.0,28,1,0.0,0,0,0,186.0,5
17820,19,S32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,2.0,1
17821,19,S32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,0.09,2
17822,19,S32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,0.085,4
17823,19,S32-14-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,184.0,28,1,0.0,0,0,0,373.0,5
17824,19,S32-14-3,3,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.003,4
17825,19,S32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,210.0,28,1,0.0,0,0,0,3.0,1
17826,19,S32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,210.0,28,1,0.0,0,0,0,0.1,2
17827,19,S32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,210.0,28,1,0.0,0,0,0,0.102,4
17828,19,S32-14-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,210.0,28,1,0.0,0,0,0,277.0,5
17829,19,S32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,1.0,1
17830,19,S32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.05,2
17831,19,S32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,0.052,4
17832,19,S32-14-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,152.0,28,1,0.0,0,0,0,495.0,5
17833,19,S32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,4.0,1
17834,19,S32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,0.11,2
17835,19,S32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,0.118,4
17836,19,S32-14-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,226.0,28,1,0.0,0,0,0,222.0,5
17837,19,S32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,328.0,28,1,0.0,0,0,0,6.0,1
17838,19,S32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,328.0,28,1,0.0,0,0,0,0.19,2
17839,19,S32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,328.0,28,1,0.0,0,0,0,0.26,4
17840,19,S32-14-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,328.0,28,1,0.0,0,0,0,159.0,5
17841,19,S32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,3.0,1
17842,19,S32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.07,2
17843,19,S32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,0.092,4
17844,19,S32-14-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,173.0,28,1,0.0,0,0,0,263.0,5
17845,19,S32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,4.0,1
17846,19,S32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,0.12,2
17847,19,S32-14-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,243.0,28,1,0.0,0,0,0,223.0,5
17848,19,S32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,6.0,1
17849,19,S32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.14,2
17850,19,S32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,0.175,4
17851,19,S32-14-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,241.0,28,1,0.0,0,0,0,158.0,5
17852,19,S32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,4.0,1
17853,19,S32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.08,2
17854,19,S32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.098,4
17855,19,S32-14-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,215.0,5
17856,19,S32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,3.0,1
17857,19,S32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,0.07,2
17858,19,S32-14-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,213.0,28,1,0.0,0,0,0,263.0,5
17859,19,S32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,5.0,1
17860,19,S32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.1,2
17861,19,S32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,0.129,4
17862,19,S32-14-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,196.0,28,1,0.0,0,0,0,182.0,5
17863,19,S32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,2.0,1
17864,19,S32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,5.0,1
17865,19,S32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,0.05,2
17866,19,S32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,0.1,2
17867,19,S32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,0.07,4
17868,19,S32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,0.143,4
17869,19,S32-14-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,133.0,28,1,0.0,0,0,0,309.0,5
17870,19,S32-14-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,247.0,28,1,0.0,0,0,0,182.0,5
17871,19,S32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,4.0,1
17872,19,S32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.09,2
17873,19,S32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,0.101,4
17874,19,S32-14-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,189.0,28,1,0.0,0,0,0,222.0,5
17875,19,S32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,3.0,1
17876,19,S32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,5.0,1
17877,19,S32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.08,2
17878,19,S32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.11,2
17879,19,S32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,0.094,4
17880,19,S32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,0.143,4
17881,19,S32-14-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,185.0,28,1,0.0,0,0,0,276.0,5
17882,19,S32-14-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,229.0,28,1,0.0,0,0,0,185.0,5
17883,19,S32-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,1.0,1
17884,19,S32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,1.0,1
17885,19,S32-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,0.01,2
17886,19,S32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,0.01,2
17887,19,S32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,0.026,4
17888,19,S32-14-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,187.0,28,1,0.0,0,0,0,177.0,5
17889,19,S32-14-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,134.0,28,1,0.0,0,0,0,177.0,5
17890,19,S32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,4.0,1
17891,19,S32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.1,2
17892,19,S32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.107,4
17893,19,S32-14-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,222.0,5
17894,19,S32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,2.0,1
17895,19,S32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.07,2
17896,19,S32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.081,4
17897,19,S32-14-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",196317.0,2,558.2,[14],[50],[1],[43],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,371.0,5
17898,19,S32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,5.0,1
17899,19,S32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.14,2
17900,19,S32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,0.17,4
17901,19,S32-20-1,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,218.0,28,1,0.0,0,0,0,180.0,5
17902,19,S32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,3.0,1
17903,19,S32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.03,2
17904,19,S32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.06,4
17905,19,S32-20-1,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,214.0,5
17906,19,S32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,4.0,1
17907,19,S32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.04,2
17908,19,S32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.068,4
17909,19,S32-20-1,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,195.0,5
17910,19,S32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,5.0,1
17911,19,S32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,0.16,2
17912,19,S32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,0.196,4
17913,19,S32-20-1,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,180.0,5
17914,19,S32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,3.0,1
17915,19,S32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,0.03,2
17916,19,S32-20-1,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,105.0,28,1,0.0,0,0,0,214.0,5
17917,19,S32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,2.0,1
17918,19,S32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.03,2
17919,19,S32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.043,4
17920,19,S32-20-1,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,270.0,5
17921,19,S32-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,1.0,1
17922,19,S32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,5.0,1
17923,19,S32-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.01,2
17924,19,S32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.09,2
17925,19,S32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,0.117,4
17926,19,S32-20-1,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,188.0,5
17927,19,S32-20-1,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,161.0,28,1,0.0,0,0,0,176.0,5
17928,19,S32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,4.0,1
17929,19,S32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.04,2
17930,19,S32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,0.065,4
17931,19,S32-20-1,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,96.0,28,1,0.0,0,0,0,187.0,5
17932,19,S32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,2.0,1
17933,19,S32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.01,2
17934,19,S32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.034,4
17935,19,S32-20-1,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,178.0,5
17936,19,S32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,1.0,1
17937,19,S32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.01,2
17938,19,S32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,0.019,4
17939,19,S32-20-1,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,76.0,28,1,0.0,0,0,0,188.0,5
17940,19,S32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,1.0,1
17941,19,S32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.02,2
17942,19,S32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.028,4
17943,19,S32-20-1,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,299.0,5
17944,19,S32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,2.0,1
17945,19,S32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.03,2
17946,19,S32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.048,4
17947,19,S32-20-1,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,271.0,5
17948,19,S32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,2.0,1
17949,19,S32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.04,2
17950,19,S32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.062,4
17951,19,S32-20-1,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,289.0,5
17952,19,S32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,5.0,1
17953,19,S32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.07,2
17954,19,S32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,0.098,4
17955,19,S32-20-1,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,139.0,28,1,0.0,0,0,0,174.0,5
17956,19,S32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,3.0,1
17957,19,S32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.04,2
17958,19,S32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.065,4
17959,19,S32-20-1,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,234.0,5
17960,19,S32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,2.0,1
17961,19,S32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.04,2
17962,19,S32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,0.056,4
17963,19,S32-20-1,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,93.0,28,1,0.0,0,0,0,281.0,5
17964,19,S32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,5.0,1
17965,19,S32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.11,2
17966,19,S32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,0.135,4
17967,19,S32-20-1,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,183.0,28,1,0.0,0,0,0,177.0,5
17968,19,S32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,4.0,1
17969,19,S32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,0.04,2
17970,19,S32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,0.069,4
17971,19,S32-20-1,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,108.0,28,1,0.0,0,0,0,195.0,5
17972,19,S32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,5.0,1
17973,19,S32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.06,2
17974,19,S32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,0.086,4
17975,19,S32-20-1,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,127.0,28,1,0.0,0,0,0,172.0,5
17976,19,S32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,4.0,1
17977,19,S32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,0.04,2
17978,19,S32-20-1,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,111.0,28,1,0.0,0,0,0,187.0,5
17979,19,S32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,5.0,1
17980,19,S32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.04,2
17981,19,S32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.069,4
17982,19,S32-20-1,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,164.0,5
17983,19,S32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,4.0,1
17984,19,S32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.05,2
17985,19,S32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.075,4
17986,19,S32-20-1,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,197.0,5
17987,19,S32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,2.0,1
17988,19,S32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,0.01,2
17989,19,S32-20-1,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,87.0,28,1,0.0,0,0,0,178.0,5
17990,19,S32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,5.0,1
17991,19,S32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.05,2
17992,19,S32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.079,4
17993,19,S32-20-1,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,171.0,5
17994,19,S32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,4.0,1
17995,19,S32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.04,2
17996,19,S32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.07,4
17997,19,S32-20-2,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,192.0,5
17998,19,S32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,3.0,1
17999,19,S32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,5.0,1
18000,19,S32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,5.0,1
18001,19,S32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.05,2
18002,19,S32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.05,2
18003,19,S32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.05,2
18004,19,S32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.07,4
18005,19,S32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.073,4
18006,19,S32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.08,4
18007,19,S32-20-2,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,243.0,5
18008,19,S32-20-2,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,168.0,5
18009,19,S32-20-2,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,173.0,5
18010,19,S32-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,7.0,1
18011,19,S32-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,0.14,2
18012,19,S32-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,0.198,4
18013,19,S32-20-2,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,236.0,28,1,0.0,0,0,0,135.0,5
18014,19,S32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,7.0,1
18015,19,S32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.07,2
18016,19,S32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,0.113,4
18017,19,S32-20-2,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,143.0,28,1,0.0,0,0,0,133.0,5
18018,19,S32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,4.0,1
18019,19,S32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.04,2
18020,19,S32-20-2,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,192.0,5
18021,19,S32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,4.0,1
18022,19,S32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,0.05,2
18023,19,S32-20-2,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,113.0,28,1,0.0,0,0,0,202.0,5
18024,19,S32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,1.0,1
18025,19,S32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.02,2
18026,19,S32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,0.037,4
18027,19,S32-20-2,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,79.0,28,1,0.0,0,0,0,235.0,5
18028,19,S32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,5.0,1
18029,19,S32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.05,2
18030,19,S32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,0.077,4
18031,19,S32-20-2,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,110.0,28,1,0.0,0,0,0,173.0,5
18032,19,S32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,3.0,1
18033,19,S32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.04,2
18034,19,S32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,0.069,4
18035,19,S32-20-2,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,112.0,28,1,0.0,0,0,0,216.0,5
18036,19,S32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,6.0,1
18037,19,S32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.06,2
18038,19,S32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,0.087,4
18039,19,S32-20-2,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,115.0,28,1,0.0,0,0,0,149.0,5
18040,19,S32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,1.0,1
18041,19,S32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.05,2
18042,19,S32-20-2,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,413.0,5
18043,19,S32-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,7.0,1
18044,19,S32-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.11,2
18045,19,S32-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,0.168,4
18046,19,S32-20-2,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,201.0,28,1,0.0,0,0,0,135.0,5
18047,19,S32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,5.0,1
18048,19,S32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,0.06,2
18049,19,S32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,0.088,4
18050,19,S32-20-2,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,123.0,28,1,0.0,0,0,0,173.0,5
18051,19,S32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,2.0,1
18052,19,S32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.04,2
18053,19,S32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,0.06,4
18054,19,S32-20-2,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,97.0,28,1,0.0,0,0,0,294.0,5
18055,19,S32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,2.0,1
18056,19,S32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.05,2
18057,19,S32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,0.064,4
18058,19,S32-20-2,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,103.0,28,1,0.0,0,0,0,298.0,5
18059,19,S32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,2.0,1
18060,19,S32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.03,2
18061,19,S32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.057,4
18062,19,S32-20-2,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,238.0,5
18063,19,S32-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,1.0,1
18064,19,S32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,5.0,1
18065,19,S32-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.02,2
18066,19,S32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.05,2
18067,19,S32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,0.078,4
18068,19,S32-20-2,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,235.0,5
18069,19,S32-20-2,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,116.0,28,1,0.0,0,0,0,168.0,5
18070,19,S32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,6.0,1
18071,19,S32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,0.08,2
18072,19,S32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,0.108,4
18073,19,S32-20-2,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,149.0,28,1,0.0,0,0,0,152.0,5
18074,19,S32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,6.0,1
18075,19,S32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.06,2
18076,19,S32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,0.092,4
18077,19,S32-20-2,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,128.0,28,1,0.0,0,0,0,151.0,5
18078,19,S32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,2.0,1
18079,19,S32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.05,2
18080,19,S32-20-2,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,303.0,5
18081,19,S32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,1.0,1
18082,19,S32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
18083,19,S32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.046,4
18084,19,S32-20-2,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,386.0,5
18085,19,S32-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,7.0,1
18086,19,S32-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.08,2
18087,19,S32-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.123,4
18088,19,S32-20-2,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,134.0,5
18089,19,S32-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,7.0,1
18090,19,S32-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,0.12,2
18091,19,S32-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,0.195,4
18092,19,S32-20-2,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,216.0,28,1,0.0,0,0,0,135.0,5
18093,19,S32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,7.0,1
18094,19,S32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,0.07,2
18095,19,S32-20-2,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,163.0,28,1,0.0,0,0,0,133.0,5
18096,19,S32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,3.0,1
18097,19,S32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,6.0,1
18098,19,S32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.04,2
18099,19,S32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,0.06,2
18100,19,S32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,0.063,4
18101,19,S32-20-2,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,84.0,28,1,0.0,0,0,0,216.0,5
18102,19,S32-20-2,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,130.0,28,1,0.0,0,0,0,149.0,5
18103,19,S32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,2.0,1
18104,19,S32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.03,2
18105,19,S32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.057,4
18106,19,S32-20-2,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,238.0,5
18107,19,S32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,4.0,1
18108,19,S32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.05,2
18109,19,S32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.05,4
18110,19,S32-20-3,20,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,201.0,5
18111,19,S32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,5.0,1
18112,19,S32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.04,2
18113,19,S32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.048,4
18114,19,S32-20-3,22,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,167.0,5
18115,19,S32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,3.0,1
18116,19,S32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.04,2
18117,19,S32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.046,4
18118,19,S32-20-3,16,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,243.0,5
18119,19,S32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,5.0,1
18120,19,S32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.06,2
18121,19,S32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,0.084,4
18122,19,S32-20-3,25,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,120.0,28,1,0.0,0,0,0,174.0,5
18123,19,S32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,1.0,1
18124,19,S32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.02,2
18125,19,S32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,0.016,4
18126,19,S32-20-3,5,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,72.0,28,1,0.0,0,0,0,238.0,5
18127,19,S32-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,1.0,1
18128,19,S32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,5.0,1
18129,19,S32-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,0.02,2
18130,19,S32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.05,2
18131,19,S32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,0.067,4
18132,19,S32-20-3,4,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,78.0,28,1,0.0,0,0,0,238.0,5
18133,19,S32-20-3,23,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,107.0,28,1,0.0,0,0,0,173.0,5
18134,19,S32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,3.0,1
18135,19,S32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.03,2
18136,19,S32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.045,4
18137,19,S32-20-3,14,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,220.0,5
18138,19,S32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,2.0,1
18139,19,S32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,0.05,2
18140,19,S32-20-3,13,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,99.0,28,1,0.0,0,0,0,312.0,5
18141,19,S32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,5.0,1
18142,19,S32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.06,2
18143,19,S32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,0.077,4
18144,19,S32-20-3,24,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,114.0,28,1,0.0,0,0,0,173.0,5
18145,19,S32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,5.0,1
18146,19,S32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,7.0,1
18147,19,S32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,0.04,2
18148,19,S32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,0.09,2
18149,19,S32-20-3,21,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,109.0,28,1,0.0,0,0,0,167.0,5
18150,19,S32-20-3,31,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,177.0,28,1,0.0,0,0,0,134.0,5
18151,19,S32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,1.0,1
18152,19,S32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.04,2
18153,19,S32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,0.033,4
18154,19,S32-20-3,7,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,88.0,28,1,0.0,0,0,0,370.0,5
18155,19,S32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,2.0,1
18156,19,S32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.03,2
18157,19,S32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,0.042,4
18158,19,S32-20-3,11,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,83.0,28,1,0.0,0,0,0,254.0,5
18159,19,S32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,6.0,1
18160,19,S32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.08,2
18161,19,S32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,0.108,4
18162,19,S32-20-3,29,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,144.0,28,1,0.0,0,0,0,153.0,5
18163,19,S32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,7.0,1
18164,19,S32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.09,2
18165,19,S32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,0.144,4
18166,19,S32-20-3,32,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,167.0,28,1,0.0,0,0,0,134.0,5
18167,19,S32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,2.0,1
18168,19,S32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.04,2
18169,19,S32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.045,4
18170,19,S32-20-3,12,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,305.0,5
18171,19,S32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,4.0,1
18172,19,S32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,0.04,2
18173,19,S32-20-3,18,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,104.0,28,1,0.0,0,0,0,194.0,5
18174,19,S32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,4.0,1
18175,19,S32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.04,2
18176,19,S32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,0.047,4
18177,19,S32-20-3,19,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,91.0,28,1,0.0,0,0,0,194.0,5
18178,19,S32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,6.0,1
18179,19,S32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,0.07,2
18180,19,S32-20-3,27,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,146.0,28,1,0.0,0,0,0,151.0,5
18181,19,S32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,1.0,1
18182,19,S32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.03,2
18183,19,S32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,0.027,4
18184,19,S32-20-3,6,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,82.0,28,1,0.0,0,0,0,341.0,5
18185,19,S32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,2.0,1
18186,19,S32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,0.03,2
18187,19,S32-20-3,10,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,102.0,28,1,0.0,0,0,0,254.0,5
18188,19,S32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,3.0,1
18189,19,S32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.03,2
18190,19,S32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,0.047,4
18191,19,S32-20-3,15,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,90.0,28,1,0.0,0,0,0,220.0,5
18192,19,S32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,6.0,1
18193,19,S32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.09,2
18194,19,S32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,0.121,4
18195,19,S32-20-3,30,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,162.0,28,1,0.0,0,0,0,153.0,5
18196,19,S32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,7.0,1
18197,19,S32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,0.11,2
18198,19,S32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,0.175,4
18199,19,S32-20-3,33,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,194.0,28,1,0.0,0,0,0,135.0,5
18200,19,S32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,1.0,1
18201,19,S32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,3.0,1
18202,19,S32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,0.05,2
18203,19,S32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.05,2
18204,19,S32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,0.044,4
18205,19,S32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,0.05,4
18206,19,S32-20-3,9,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,100.0,28,1,0.0,0,0,0,430.0,5
18207,19,S32-20-3,17,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,101.0,28,1,0.0,0,0,0,244.0,5
18208,19,S32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,5.0,1
18209,19,S32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.07,2
18210,19,S32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,0.096,4
18211,19,S32-20-3,26,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,131.0,28,1,0.0,0,0,0,175.0,5
18212,19,S32-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,7.0,1
18213,19,S32-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,0.14,2
18214,19,S32-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,0.18,4
18215,19,S32-20-3,35,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,230.0,28,1,0.0,0,0,0,135.0,5
18216,19,S32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,6.0,1
18217,19,S32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.07,2
18218,19,S32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,0.101,4
18219,19,S32-20-3,28,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,126.0,28,1,0.0,0,0,0,151.0,5
18220,19,S32-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,7.0,1
18221,19,S32-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.12,2
18222,19,S32-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,0.195,4
18223,19,S32-20-3,34,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,211.0,28,1,0.0,0,0,0,135.0,5
18224,19,S32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,1.0,1
18225,19,S32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.04,2
18226,19,S32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,0.039,4
18227,19,S32-20-3,8,0,Rapport des essais: de tirants sous déformation imposée de courte durée,1993,0,Switzerland,École Polytechnique Fédérale de Lausanne,Construction Materials Laboratory,"Bicher Farra, Jean-Paul Jaccoud",1150.0,1150.0,1000.0,1000.0,100.0,100,"[2,7,6]","[6,7,15]","[0,60,0]","[0,21,0]",0.0,"[47,63.3,68.8]","[1,160x320,0]","[7,28,90]",[2.98],"[1,160x320,1]",[28],[36400],"[1,160x320,2]",[28],"[0,0,0,0,0.41,32,0,Sikament320,0]",197500.0,2,531.6,[20],[50],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,2,2,0.0,1,0.0,0.0,94.0,28,1,0.0,0,0,0,399.0,5
18228,20,A-FP/f0-0,1,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[9,20]","[0,0]","[0,0]",0.0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,20.805,0.0,29,1,141.3,1,9,0,0.038,2
18229,20,A-FP/f0-0,2,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[9,20]","[0,0]","[0,0]",0.0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,23.965,0.0,29,1,141.3,1,9,0,0.19,2
18230,20,A-FP/f0-0,3,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[9,20]","[0,0]","[0,0]",0.0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,27.38,0.0,29,1,141.3,1,9,0,0.338,2
18231,20,A-FP/f0-0,4,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[9,20]","[0,0]","[0,0]",0.0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,30.74,0.0,29,1,141.3,1,9,0,0.556,2
18232,20,A-FP/f0-0,5,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[9,20]","[0,0]","[0,0]",0.0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,36.34,0.0,29,1,141.3,1,9,0,0.664,2
18233,20,A-FP/f0-0,6,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[9,20]","[0,0]","[0,0]",0.0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,34.49,0.0,29,1,141.3,1,9,0,0.787,2
18234,20,A-FP/f0-0,7,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[9,20]","[0,0]","[0,0]",0.0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,33.98,0.0,29,1,141.3,1,9,0,0.82,2
18235,20,A-FP/f0-0,8,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[9,20]","[0,0]","[0,0]",0.0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,32.32,0.0,29,1,141.3,1,9,0,0.899,2
18236,20,A-FP/f0-0,9,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[9,20]","[0,0]","[0,0]",0.0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,31.425,0.0,29,1,141.3,1,9,0,0.942,2
18237,20,A-FP/f0-0,10,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[9,20]","[0,0]","[0,0]",0.0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,30.915,0.0,29,1,141.3,1,9,0,0.975,2
18238,20,A-FP/f0-0,11,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[9,20]","[0,0]","[0,0]",0.0,[64.96],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,6]","[37,203]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,29.76,0.0,29,1,141.3,1,9,0,0.998,2
18239,20,A-FPhs/f1-5,1,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[11,18]","[0,0]","[0,0]",0.0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,20.93,0.0,29,1,141.3,1,11,0,0.048,2
18240,20,A-FPhs/f1-5,2,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[11,18]","[0,0]","[0,0]",0.0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,24.095,0.0,29,1,141.3,1,11,0,0.226,2
18241,20,A-FPhs/f1-5,3,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[11,18]","[0,0]","[0,0]",0.0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,27.695,0.0,29,1,141.3,1,11,0,0.275,2
18242,20,A-FPhs/f1-5,4,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[11,18]","[0,0]","[0,0]",0.0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,31.185,0.0,29,1,141.3,1,11,0,0.496,2
18243,20,A-FPhs/f1-5,5,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[11,18]","[0,0]","[0,0]",0.0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,37.945,0.0,29,1,141.3,1,11,0,0.674,2
18244,20,A-FPhs/f1-5,6,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[11,18]","[0,0]","[0,0]",0.0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,35.9,0.0,29,1,141.3,1,11,0,0.78,2
18245,20,A-FPhs/f1-5,7,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[11,18]","[0,0]","[0,0]",0.0,[67.36],"[2,0,1]",[29],[5.23],"[3,0,2]",[29],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,0,0.0,[0],[0],[0],[0],[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,"[2,2]","[7,7]","[38.48,38.48]","[155.5,184.5]","[33.5,33.5]",1,3,0,0,3,1,0.0,1,0.0,34.38,0.0,29,1,141.3,1,11,0,1.001,2
18246,20,A-PP/f0-0,1,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[6,24]","[0,0]","[0,0]",0.0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,15.95,0.0,30,1,70.6,1,6,0,0.04,2
18247,20,A-PP/f0-0,2,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[6,24]","[0,0]","[0,0]",0.0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,17.275,0.0,30,1,70.6,1,6,0,0.155,2
18248,20,A-PP/f0-0,3,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[6,24]","[0,0]","[0,0]",0.0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,20.665,0.0,30,1,70.6,1,6,0,0.262,2
18249,20,A-PP/f0-0,4,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[6,24]","[0,0]","[0,0]",0.0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,24.18,0.0,30,1,70.6,1,6,0,0.329,2
18250,20,A-PP/f0-0,5,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[6,24]","[0,0]","[0,0]",0.0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,29.74,0.0,30,1,70.6,1,6,0,0.588,2
18251,20,A-PP/f0-0,6,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[6,24]","[0,0]","[0,0]",0.0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,33.185,0.0,30,1,70.6,1,6,0,0.81,2
18252,20,A-PP/f0-0,7,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[6,24]","[0,0]","[0,0]",0.0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,34.26,0.0,30,1,70.6,1,6,0,1.108,2
18253,20,A-PP/f0-0,8,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[6,24]","[0,0]","[0,0]",0.0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,33.16,0.0,30,1,70.6,1,6,0,1.217,2
18254,20,A-PP/f0-0,9,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[6,24]","[0,0]","[0,0]",0.0,[65.18],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,32.55,0.0,30,1,70.6,1,6,0,1.323,2
18255,20,A-PPhs/f1-5,1,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[7,23]","[0,0]","[0,0]",0.0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,17.345,0.0,30,1,70.6,1,7,0,0.04,2
18256,20,A-PPhs/f1-5,2,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[7,23]","[0,0]","[0,0]",0.0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,20.735,0.0,30,1,70.6,1,7,0,0.132,2
18257,20,A-PPhs/f1-5,3,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[7,23]","[0,0]","[0,0]",0.0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,24.06,0.0,30,1,70.6,1,7,0,0.239,2
18258,20,A-PPhs/f1-5,4,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[7,23]","[0,0]","[0,0]",0.0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,27.575,0.0,30,1,70.6,1,7,0,0.31,2
18259,20,A-PPhs/f1-5,5,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[7,23]","[0,0]","[0,0]",0.0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,30.895,0.0,30,1,70.6,1,7,0,0.568,2
18260,20,A-PPhs/f1-5,6,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[7,23]","[0,0]","[0,0]",0.0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,37.17,0.0,30,1,70.6,1,7,0,1.109,2
18261,20,A-PPhs/f1-5,7,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[7,23]","[0,0]","[0,0]",0.0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,34.425,0.0,30,1,70.6,1,7,0,1.406,2
18262,20,A-PPhs/f1-5,8,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[7,23]","[0,0]","[0,0]",0.0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,30.89,0.0,30,1,70.6,1,7,0,1.62,2
18263,20,A-PPhs/f1-5,9,10.14359/10752,Crack-Width Prediction for High-Strength Concrete Fully and Partially Prestressed Beam Specimens Containing Steel Fibers,2001,Journal of the American Concrete Institute,India,Indian Institute of Science,0,"S.K. Padmarajaiah, Ananth Ramaswamy",2200.0,2000.0,500.0,500.0,240.0,105,"[0,3]","[7,23]","[0,0]","[0,0]",0.0,[68.23],"[2,0,1]",[30],[5.23],"[3,0,2]",[30],[0],"[0,0,0]",[0],"[1,0,0,0,0.36,12.5,0,high-range-water-reducing-admixture,0]",0.0,2,0.0,"[6,10]","[37,209]","[2,2]","[27.5,27.5]",[0],[0],0.0,0.0,C,1,1599.0,1554.0,0.0,0,1,[2],[7],[38.48],[155.5],[33.5],1,3,0,0,3,1,0.0,1,0.0,27.49,0.0,30,1,70.6,1,7,0,1.728,2
18264,21,B1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,14.5875,0.0,48,1,0.0,0,0,0,1.0,1
18265,21,B1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,48,1,0.0,0,0,0,2.0,1
18266,21,B1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,48,1,0.0,0,0,0,5.0,1
18267,21,B1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,48,1,0.0,0,0,0,6.0,1
18268,21,B1-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,48,1,0.0,0,0,0,6.0,1
18269,21,B1-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,48,1,0.0,0,0,0,6.0,1
18270,21,B1-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,48,1,0.0,0,0,0,6.0,1
18271,21,B1-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,48,1,0.0,0,0,0,6.0,1
18272,21,B1-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,48,1,0.0,0,0,0,7.0,1
18273,21,B1-a,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,48,1,0.0,0,0,0,7.0,1
18274,21,B1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,14.5875,0.0,48,1,0.0,0,0,0,0.08,2
18275,21,B1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,48,1,0.0,0,0,0,0.09,2
18276,21,B1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,48,1,0.0,0,0,0,0.102,2
18277,21,B1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,48,1,0.0,0,0,0,0.128,2
18278,21,B1-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,48,1,0.0,0,0,0,0.176,2
18279,21,B1-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,48,1,0.0,0,0,0,0.2,2
18280,21,B1-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,48,1,0.0,0,0,0,0.208,2
18281,21,B1-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,48,1,0.0,0,0,0,0.232,2
18282,21,B1-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,48,1,0.0,0,0,0,0.213,2
18283,21,B1-a,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,48,1,0.0,0,0,0,0.228,2
18284,21,B1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,14.5875,0.0,48,1,0.0,0,0,0,0.08,4
18285,21,B1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,48,1,0.0,0,0,0,0.1,4
18286,21,B1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,48,1,0.0,0,0,0,0.15,4
18287,21,B1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,48,1,0.0,0,0,0,0.2,4
18288,21,B1-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,48,1,0.0,0,0,0,0.25,4
18289,21,B1-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,48,1,0.0,0,0,0,0.28,4
18290,21,B1-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,48,1,0.0,0,0,0,0.28,4
18291,21,B1-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,48,1,0.0,0,0,0,0.3,4
18292,21,B1-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,48,1,0.0,0,0,0,0.33,4
18293,21,B1-a,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,48,1,0.0,0,0,0,0.33,4
18294,21,B1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,48,1,0.0,0,0,0,252.0,5
18295,21,B1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,48,1,0.0,0,0,0,225.75,5
18296,21,B1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,48,1,0.0,0,0,0,230.2,5
18297,21,B1-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,48,1,0.0,0,0,0,230.2,5
18298,21,B1-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,48,1,0.0,0,0,0,230.2,5
18299,21,B1-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,48,1,0.0,0,0,0,230.2,5
18300,21,B1-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,48,1,0.0,0,0,0,230.2,5
18301,21,B1-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,48,1,0.0,0,0,0,191.833333333333,5
18302,21,B1-a,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,48,1,0.0,0,0,0,191.833333333333,5
18303,21,B1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,48,1,0.0,0,0,0,252.0,6
18304,21,B1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,48,1,0.0,0,0,0,265.0,6
18305,21,B1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,48,1,0.0,0,0,0,265.0,6
18306,21,B1-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,48,1,0.0,0,0,0,265.0,6
18307,21,B1-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,48,1,0.0,0,0,0,265.0,6
18308,21,B1-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,48,1,0.0,0,0,0,265.0,6
18309,21,B1-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,48,1,0.0,0,0,0,265.0,6
18310,21,B1-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,48,1,0.0,0,0,0,265.0,6
18311,21,B1-a,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,20]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,48,1,0.0,0,0,0,265.0,6
18312,21,B1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,53,1,0.0,0,0,0,2.0,1
18313,21,B1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,53,1,0.0,0,0,0,5.0,1
18314,21,B1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,53,1,0.0,0,0,0,5.0,1
18315,21,B1-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,53,1,0.0,0,0,0,5.0,1
18316,21,B1-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,53,1,0.0,0,0,0,5.0,1
18317,21,B1-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,53,1,0.0,0,0,0,6.0,1
18318,21,B1-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,53,1,0.0,0,0,0,6.0,1
18319,21,B1-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,53,1,0.0,0,0,0,6.0,1
18320,21,B1-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,53,1,0.0,0,0,0,6.0,1
18321,21,B1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,53,1,0.0,0,0,0,0.065,2
18322,21,B1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,53,1,0.0,0,0,0,0.082,2
18323,21,B1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,53,1,0.0,0,0,0,0.118,2
18324,21,B1-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,53,1,0.0,0,0,0,0.138,2
18325,21,B1-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,53,1,0.0,0,0,0,0.168,2
18326,21,B1-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,53,1,0.0,0,0,0,0.185,2
18327,21,B1-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,53,1,0.0,0,0,0,0.223,2
18328,21,B1-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,53,1,0.0,0,0,0,0.25,2
18329,21,B1-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,53,1,0.0,0,0,0,0.283,2
18330,21,B1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,53,1,0.0,0,0,0,0.08,4
18331,21,B1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,53,1,0.0,0,0,0,0.13,4
18332,21,B1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,53,1,0.0,0,0,0,0.15,4
18333,21,B1-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,53,1,0.0,0,0,0,0.18,4
18334,21,B1-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,53,1,0.0,0,0,0,0.2,4
18335,21,B1-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,53,1,0.0,0,0,0,0.25,4
18336,21,B1-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,53,1,0.0,0,0,0,0.3,4
18337,21,B1-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,53,1,0.0,0,0,0,0.33,4
18338,21,B1-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,53,1,0.0,0,0,0,0.38,4
18339,21,B1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,53,1,0.0,0,0,0,241.0,5
18340,21,B1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,53,1,0.0,0,0,0,233.0,5
18341,21,B1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,53,1,0.0,0,0,0,233.0,5
18342,21,B1-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,53,1,0.0,0,0,0,233.0,5
18343,21,B1-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,53,1,0.0,0,0,0,233.0,5
18344,21,B1-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,53,1,0.0,0,0,0,186.4,5
18345,21,B1-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,53,1,0.0,0,0,0,186.4,5
18346,21,B1-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,53,1,0.0,0,0,0,186.4,5
18347,21,B1-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,53,1,0.0,0,0,0,186.4,5
18348,21,B1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,53,1,0.0,0,0,0,241.0,6
18349,21,B1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,53,1,0.0,0,0,0,260.0,6
18350,21,B1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,53,1,0.0,0,0,0,260.0,6
18351,21,B1-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,53,1,0.0,0,0,0,260.0,6
18352,21,B1-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,53,1,0.0,0,0,0,260.0,6
18353,21,B1-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,53,1,0.0,0,0,0,248.0,6
18354,21,B1-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,53,1,0.0,0,0,0,248.0,6
18355,21,B1-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,53,1,0.0,0,0,0,248.0,6
18356,21,B1-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,348.0,250,"[1,2,6]","[3,25,25]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,53,1,0.0,0,0,0,248.0,6
18357,21,B2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,42,1,0.0,0,0,0,5.0,1
18358,21,B2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,42,1,0.0,0,0,0,5.0,1
18359,21,B2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,42,1,0.0,0,0,0,5.0,1
18360,21,B2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,42,1,0.0,0,0,0,6.0,1
18361,21,B2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,42,1,0.0,0,0,0,7.0,1
18362,21,B2-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,42,1,0.0,0,0,0,7.0,1
18363,21,B2-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,42,1,0.0,0,0,0,7.0,1
18364,21,B2-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,42,1,0.0,0,0,0,7.0,1
18365,21,B2-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,42,1,0.0,0,0,0,7.0,1
18366,21,B2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,42,1,0.0,0,0,0,0.068,2
18367,21,B2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,42,1,0.0,0,0,0,0.102,2
18368,21,B2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,42,1,0.0,0,0,0,0.122,2
18369,21,B2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,42,1,0.0,0,0,0,0.143,2
18370,21,B2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,42,1,0.0,0,0,0,0.151,2
18371,21,B2-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,42,1,0.0,0,0,0,0.164,2
18372,21,B2-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,42,1,0.0,0,0,0,0.187,2
18373,21,B2-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,42,1,0.0,0,0,0,0.209,2
18374,21,B2-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,42,1,0.0,0,0,0,0.213,2
18375,21,B2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,42,1,0.0,0,0,0,0.08,4
18376,21,B2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,42,1,0.0,0,0,0,0.13,4
18377,21,B2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,42,1,0.0,0,0,0,0.15,4
18378,21,B2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,42,1,0.0,0,0,0,0.18,4
18379,21,B2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,42,1,0.0,0,0,0,0.2,4
18380,21,B2-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,42,1,0.0,0,0,0,0.23,4
18381,21,B2-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,42,1,0.0,0,0,0,0.25,4
18382,21,B2-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,42,1,0.0,0,0,0,0.3,4
18383,21,B2-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,42,1,0.0,0,0,0,0.3,4
18384,21,B2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,42,1,0.0,0,0,0,248.0,5
18385,21,B2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,42,1,0.0,0,0,0,248.0,5
18386,21,B2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,42,1,0.0,0,0,0,248.0,5
18387,21,B2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,42,1,0.0,0,0,0,198.4,5
18388,21,B2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,42,1,0.0,0,0,0,165.333333333333,5
18389,21,B2-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,42,1,0.0,0,0,0,165.333333333333,5
18390,21,B2-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,42,1,0.0,0,0,0,165.333333333333,5
18391,21,B2-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,42,1,0.0,0,0,0,165.333333333333,5
18392,21,B2-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,42,1,0.0,0,0,0,165.333333333333,5
18393,21,B2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,42,1,0.0,0,0,0,320.0,6
18394,21,B2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,42,1,0.0,0,0,0,320.0,6
18395,21,B2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,42,1,0.0,0,0,0,320.0,6
18396,21,B2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,42,1,0.0,0,0,0,320.0,6
18397,21,B2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,42,1,0.0,0,0,0,212.0,6
18398,21,B2-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,42,1,0.0,0,0,0,212.0,6
18399,21,B2-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,42,1,0.0,0,0,0,212.0,6
18400,21,B2-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,42,1,0.0,0,0,0,212.0,6
18401,21,B2-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,14]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,42,1,0.0,0,0,0,212.0,6
18402,21,B2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,14.5875,0.0,45,1,0.0,0,0,0,1.0,1
18403,21,B2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,45,1,0.0,0,0,0,6.0,1
18404,21,B2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,45,1,0.0,0,0,0,6.0,1
18405,21,B2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,45,1,0.0,0,0,0,6.0,1
18406,21,B2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,45,1,0.0,0,0,0,6.0,1
18407,21,B2-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,45,1,0.0,0,0,0,6.0,1
18408,21,B2-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,45,1,0.0,0,0,0,7.0,1
18409,21,B2-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,45,1,0.0,0,0,0,7.0,1
18410,21,B2-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,45,1,0.0,0,0,0,7.0,1
18411,21,B2-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,45,1,0.0,0,0,0,7.0,1
18412,21,B2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,14.5875,0.0,45,1,0.0,0,0,0,0.08,2
18413,21,B2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,45,1,0.0,0,0,0,0.082,2
18414,21,B2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,45,1,0.0,0,0,0,0.118,2
18415,21,B2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,45,1,0.0,0,0,0,0.135,2
18416,21,B2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,45,1,0.0,0,0,0,0.158,2
18417,21,B2-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,45,1,0.0,0,0,0,0.19,2
18418,21,B2-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,45,1,0.0,0,0,0,0.191,2
18419,21,B2-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,45,1,0.0,0,0,0,0.217,2
18420,21,B2-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,45,1,0.0,0,0,0,0.239,2
18421,21,B2-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,45,1,0.0,0,0,0,0.267,2
18422,21,B2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,14.5875,0.0,45,1,0.0,0,0,0,0.08,4
18423,21,B2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,45,1,0.0,0,0,0,0.1,4
18424,21,B2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,45,1,0.0,0,0,0,0.15,4
18425,21,B2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,45,1,0.0,0,0,0,0.18,4
18426,21,B2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,45,1,0.0,0,0,0,0.18,4
18427,21,B2-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,45,1,0.0,0,0,0,0.25,4
18428,21,B2-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,45,1,0.0,0,0,0,0.28,4
18429,21,B2-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,45,1,0.0,0,0,0,0.33,4
18430,21,B2-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,45,1,0.0,0,0,0,0.38,4
18431,21,B2-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,45,1,0.0,0,0,0,0.43,4
18432,21,B2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,45,1,0.0,0,0,0,218.0,5
18433,21,B2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,45,1,0.0,0,0,0,218.0,5
18434,21,B2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,45,1,0.0,0,0,0,218.0,5
18435,21,B2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,45,1,0.0,0,0,0,218.0,5
18436,21,B2-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,45,1,0.0,0,0,0,218.0,5
18437,21,B2-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,45,1,0.0,0,0,0,181.666666666667,5
18438,21,B2-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,45,1,0.0,0,0,0,181.666666666667,5
18439,21,B2-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,45,1,0.0,0,0,0,181.666666666667,5
18440,21,B2-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,45,1,0.0,0,0,0,181.666666666667,5
18441,21,B2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,45,1,0.0,0,0,0,301.0,6
18442,21,B2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,20.4225,0.0,45,1,0.0,0,0,0,301.0,6
18443,21,B2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,45,1,0.0,0,0,0,301.0,6
18444,21,B2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,45,1,0.0,0,0,0,301.0,6
18445,21,B2-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,45,1,0.0,0,0,0,301.0,6
18446,21,B2-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,45,1,0.0,0,0,0,266.0,6
18447,21,B2-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,45,1,0.0,0,0,0,266.0,6
18448,21,B2-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,45,1,0.0,0,0,0,266.0,6
18449,21,B2-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,17]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[2],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,45,1,0.0,0,0,0,266.0,6
18450,21,B3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,54,1,0.0,0,0,0,9.0,1
18451,21,B3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,54,1,0.0,0,0,0,9.0,1
18452,21,B3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,54,1,0.0,0,0,0,10.0,1
18453,21,B3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,54,1,0.0,0,0,0,10.0,1
18454,21,B3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,54,1,0.0,0,0,0,10.0,1
18455,21,B3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,54,1,0.0,0,0,0,10.0,1
18456,21,B3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,43.7625,0.0,54,1,0.0,0,0,0,11.0,1
18457,21,B3-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,46.68,0.0,54,1,0.0,0,0,0,11.0,1
18458,21,B3-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,49.5975,0.0,54,1,0.0,0,0,0,11.0,1
18459,21,B3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,54,1,0.0,0,0,0,0.054,2
18460,21,B3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,54,1,0.0,0,0,0,0.063,2
18461,21,B3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,54,1,0.0,0,0,0,0.07,2
18462,21,B3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,54,1,0.0,0,0,0,0.088,2
18463,21,B3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,54,1,0.0,0,0,0,0.094,2
18464,21,B3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,54,1,0.0,0,0,0,0.109,2
18465,21,B3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,43.7625,0.0,54,1,0.0,0,0,0,0.115,2
18466,21,B3-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,46.68,0.0,54,1,0.0,0,0,0,0.12,2
18467,21,B3-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,49.5975,0.0,54,1,0.0,0,0,0,0.125,2
18468,21,B3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,54,1,0.0,0,0,0,0.08,4
18469,21,B3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,54,1,0.0,0,0,0,0.08,4
18470,21,B3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,54,1,0.0,0,0,0,0.1,4
18471,21,B3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,54,1,0.0,0,0,0,0.13,4
18472,21,B3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,54,1,0.0,0,0,0,0.15,4
18473,21,B3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,54,1,0.0,0,0,0,0.18,4
18474,21,B3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,43.7625,0.0,54,1,0.0,0,0,0,0.18,4
18475,21,B3-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,46.68,0.0,54,1,0.0,0,0,0,0.2,4
18476,21,B3-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,49.5975,0.0,54,1,0.0,0,0,0,0.2,4
18477,21,B3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,54,1,0.0,0,0,0,135.625,5
18478,21,B3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,54,1,0.0,0,0,0,135.625,5
18479,21,B3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,54,1,0.0,0,0,0,120.555555555556,5
18480,21,B3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,54,1,0.0,0,0,0,120.555555555556,5
18481,21,B3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,54,1,0.0,0,0,0,120.555555555556,5
18482,21,B3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,54,1,0.0,0,0,0,120.555555555556,5
18483,21,B3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,43.7625,0.0,54,1,0.0,0,0,0,108.5,5
18484,21,B3-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,46.68,0.0,54,1,0.0,0,0,0,108.5,5
18485,21,B3-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,49.5975,0.0,54,1,0.0,0,0,0,108.5,5
18486,21,B3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,54,1,0.0,0,0,0,191.0,6
18487,21,B3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,54,1,0.0,0,0,0,191.0,6
18488,21,B3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,54,1,0.0,0,0,0,191.0,6
18489,21,B3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,54,1,0.0,0,0,0,191.0,6
18490,21,B3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,54,1,0.0,0,0,0,191.0,6
18491,21,B3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,54,1,0.0,0,0,0,191.0,6
18492,21,B3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,43.7625,0.0,54,1,0.0,0,0,0,191.0,6
18493,21,B3-a,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,46.68,0.0,54,1,0.0,0,0,0,191.0,6
18494,21,B3-a,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,26]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,49.5975,0.0,54,1,0.0,0,0,0,191.0,6
18495,21,B3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,55,1,0.0,0,0,0,1.0,1
18496,21,B3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,55,1,0.0,0,0,0,5.0,1
18497,21,B3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,55,1,0.0,0,0,0,5.0,1
18498,21,B3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,55,1,0.0,0,0,0,8.0,1
18499,21,B3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,55,1,0.0,0,0,0,9.0,1
18500,21,B3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,55,1,0.0,0,0,0,9.0,1
18501,21,B3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,55,1,0.0,0,0,0,9.0,1
18502,21,B3-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,55,1,0.0,0,0,0,11.0,1
18503,21,B3-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,43.7625,0.0,55,1,0.0,0,0,0,11.0,1
18504,21,B3-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,46.68,0.0,55,1,0.0,0,0,0,11.0,1
18505,21,B3-b,11,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,49.5975,0.0,55,1,0.0,0,0,0,12.0,1
18506,21,B3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,55,1,0.0,0,0,0,0.03,2
18507,21,B3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,55,1,0.0,0,0,0,0.05,2
18508,21,B3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,55,1,0.0,0,0,0,0.062,2
18509,21,B3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,55,1,0.0,0,0,0,0.069,2
18510,21,B3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,55,1,0.0,0,0,0,0.069,2
18511,21,B3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,55,1,0.0,0,0,0,0.081,2
18512,21,B3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,55,1,0.0,0,0,0,0.086,2
18513,21,B3-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,55,1,0.0,0,0,0,0.085,2
18514,21,B3-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,43.7625,0.0,55,1,0.0,0,0,0,0.098,2
18515,21,B3-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,46.68,0.0,55,1,0.0,0,0,0,0.112,2
18516,21,B3-b,11,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,49.5975,0.0,55,1,0.0,0,0,0,0.108,2
18517,21,B3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,17.505,0.0,55,1,0.0,0,0,0,0.03,4
18518,21,B3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,55,1,0.0,0,0,0,0.05,4
18519,21,B3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,55,1,0.0,0,0,0,0.08,4
18520,21,B3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,55,1,0.0,0,0,0,0.1,4
18521,21,B3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,55,1,0.0,0,0,0,0.1,4
18522,21,B3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,55,1,0.0,0,0,0,0.13,4
18523,21,B3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,55,1,0.0,0,0,0,0.13,4
18524,21,B3-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,55,1,0.0,0,0,0,0.15,4
18525,21,B3-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,43.7625,0.0,55,1,0.0,0,0,0,0.18,4
18526,21,B3-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,46.68,0.0,55,1,0.0,0,0,0,0.2,4
18527,21,B3-b,11,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,49.5975,0.0,55,1,0.0,0,0,0,0.2,4
18528,21,B3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,55,1,0.0,0,0,0,239.25,5
18529,21,B3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,55,1,0.0,0,0,0,239.25,5
18530,21,B3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,55,1,0.0,0,0,0,136.714285714286,5
18531,21,B3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,55,1,0.0,0,0,0,129.875,5
18532,21,B3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,55,1,0.0,0,0,0,129.875,5
18533,21,B3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,55,1,0.0,0,0,0,129.875,5
18534,21,B3-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,55,1,0.0,0,0,0,103.9,5
18535,21,B3-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,43.7625,0.0,55,1,0.0,0,0,0,103.9,5
18536,21,B3-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,46.68,0.0,55,1,0.0,0,0,0,103.9,5
18537,21,B3-b,11,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,49.5975,0.0,55,1,0.0,0,0,0,94.4545454545455,5
18538,21,B3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,23.34,0.0,55,1,0.0,0,0,0,353.0,6
18539,21,B3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,26.2575,0.0,55,1,0.0,0,0,0,353.0,6
18540,21,B3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,29.175,0.0,55,1,0.0,0,0,0,196.0,6
18541,21,B3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,32.0925,0.0,55,1,0.0,0,0,0,196.0,6
18542,21,B3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,35.01,0.0,55,1,0.0,0,0,0,196.0,6
18543,21,B3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,37.9275,0.0,55,1,0.0,0,0,0,196.0,6
18544,21,B3-b,8,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,40.845,0.0,55,1,0.0,0,0,0,165.0,6
18545,21,B3-b,9,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,43.7625,0.0,55,1,0.0,0,0,0,165.0,6
18546,21,B3-b,10,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,46.68,0.0,55,1,0.0,0,0,0,165.0,6
18547,21,B3-b,11,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,333.0,250,"[1,2,6]","[3,25,27]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[16],[300],[3],[25],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,49.5975,0.0,55,1,0.0,0,0,0,165.0,6
18548,21,S1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,2.9175,0.0,56,1,0.0,0,0,0,2.0,1
18549,21,S1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,56,1,0.0,0,0,0,8.0,1
18550,21,S1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,56,1,0.0,0,0,0,9.0,1
18551,21,S1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,56,1,0.0,0,0,0,10.0,1
18552,21,S1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,2.9175,0.0,56,1,0.0,0,0,0,0.115,2
18553,21,S1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,56,1,0.0,0,0,0,0.144,2
18554,21,S1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,56,1,0.0,0,0,0,0.197,2
18555,21,S1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,56,1,0.0,0,0,0,0.24,2
18556,21,S1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,2.9175,0.0,56,1,0.0,0,0,0,0.13,4
18557,21,S1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,56,1,0.0,0,0,0,0.2,4
18558,21,S1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,56,1,0.0,0,0,0,0.25,4
18559,21,S1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,56,1,0.0,0,0,0,0.33,4
18560,21,S1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,2.9175,0.0,56,1,0.0,0,0,0,199.0,5
18561,21,S1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,56,1,0.0,0,0,0,142.0,5
18562,21,S1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,56,1,0.0,0,0,0,147.5,5
18563,21,S1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,56,1,0.0,0,0,0,131.111111111111,5
18564,21,S1-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,2.9175,0.0,56,1,0.0,0,0,0,199.0,6
18565,21,S1-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,56,1,0.0,0,0,0,199.0,6
18566,21,S1-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,56,1,0.0,0,0,0,199.0,6
18567,21,S1-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,28]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,56,1,0.0,0,0,0,186.0,6
18568,21,S1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,59,1,0.0,0,0,0,6.0,1
18569,21,S1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,59,1,0.0,0,0,0,8.0,1
18570,21,S1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,59,1,0.0,0,0,0,9.0,1
18571,21,S1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,59,1,0.0,0,0,0,0.09,2
18572,21,S1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,59,1,0.0,0,0,0,0.144,2
18573,21,S1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,59,1,0.0,0,0,0,0.179,2
18574,21,S1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,59,1,0.0,0,0,0,0.13,4
18575,21,S1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,59,1,0.0,0,0,0,0.23,4
18576,21,S1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,59,1,0.0,0,0,0,0.28,4
18577,21,S1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,59,1,0.0,0,0,0,181.8,5
18578,21,S1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,59,1,0.0,0,0,0,129.9,5
18579,21,S1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,59,1,0.0,0,0,0,128.5,5
18580,21,S1-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,59,1,0.0,0,0,0,246.0,6
18581,21,S1-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,59,1,0.0,0,0,0,164.0,6
18582,21,S1-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,31]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[2],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,59,1,0.0,0,0,0,164.0,6
18583,21,S2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,60,1,0.0,0,0,0,6.0,1
18584,21,S2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,60,1,0.0,0,0,0,8.0,1
18585,21,S2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,60,1,0.0,0,0,0,8.0,1
18586,21,S2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,60,1,0.0,0,0,0,8.0,1
18587,21,S2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,60,1,0.0,0,0,0,9.0,1
18588,21,S2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,60,1,0.0,0,0,0,0.051,2
18589,21,S2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,60,1,0.0,0,0,0,0.067,2
18590,21,S2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,60,1,0.0,0,0,0,0.096,2
18591,21,S2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,60,1,0.0,0,0,0,0.128,2
18592,21,S2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,60,1,0.0,0,0,0,0.131,2
18593,21,S2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,60,1,0.0,0,0,0,0.08,4
18594,21,S2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,60,1,0.0,0,0,0,0.13,4
18595,21,S2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,60,1,0.0,0,0,0,0.18,4
18596,21,S2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,60,1,0.0,0,0,0,0.23,4
18597,21,S2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,60,1,0.0,0,0,0,0.25,4
18598,21,S2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,60,1,0.0,0,0,0,166.5,5
18599,21,S2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,60,1,0.0,0,0,0,111.0,5
18600,21,S2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,60,1,0.0,0,0,0,111.0,5
18601,21,S2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,60,1,0.0,0,0,0,111.0,5
18602,21,S2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,60,1,0.0,0,0,0,90.8,5
18603,21,S2-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,60,1,0.0,0,0,0,318.0,6
18604,21,S2-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,60,1,0.0,0,0,0,172.0,6
18605,21,S2-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,60,1,0.0,0,0,0,172.0,6
18606,21,S2-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,60,1,0.0,0,0,0,172.0,6
18607,21,S2-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,32]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,60,1,0.0,0,0,0,172.0,6
18608,21,S2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,61,1,0.0,0,0,0,7.0,1
18609,21,S2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,61,1,0.0,0,0,0,8.0,1
18610,21,S2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,61,1,0.0,0,0,0,8.0,1
18611,21,S2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,61,1,0.0,0,0,0,9.0,1
18612,21,S2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,61,1,0.0,0,0,0,9.0,1
18613,21,S2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,61,1,0.0,0,0,0,0.054,2
18614,21,S2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,61,1,0.0,0,0,0,0.088,2
18615,21,S2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,61,1,0.0,0,0,0,0.115,2
18616,21,S2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,61,1,0.0,0,0,0,0.147,2
18617,21,S2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,61,1,0.0,0,0,0,0.177,2
18618,21,S2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,61,1,0.0,0,0,0,0.08,4
18619,21,S2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,61,1,0.0,0,0,0,0.13,4
18620,21,S2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,61,1,0.0,0,0,0,0.18,4
18621,21,S2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,61,1,0.0,0,0,0,0.23,4
18622,21,S2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,61,1,0.0,0,0,0,0.25,4
18623,21,S2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,61,1,0.0,0,0,0,175.5,5
18624,21,S2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,61,1,0.0,0,0,0,150.43,5
18625,21,S2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,61,1,0.0,0,0,0,150.4,5
18626,21,S2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,61,1,0.0,0,0,0,131.625,5
18627,21,S2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,61,1,0.0,0,0,0,131.625,5
18628,21,S2-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,61,1,0.0,0,0,0,188.0,6
18629,21,S2-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,61,1,0.0,0,0,0,188.0,6
18630,21,S2-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,61,1,0.0,0,0,0,188.0,6
18631,21,S2-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,61,1,0.0,0,0,0,179.0,6
18632,21,S2-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,33]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[3],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,61,1,0.0,0,0,0,179.0,6
18633,21,S3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,62,1,0.0,0,0,0,6.0,1
18634,21,S3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,62,1,0.0,0,0,0,8.0,1
18635,21,S3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,62,1,0.0,0,0,0,11.0,1
18636,21,S3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,62,1,0.0,0,0,0,13.0,1
18637,21,S3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,62,1,0.0,0,0,0,13.0,1
18638,21,S3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,13.4205,0.0,62,1,0.0,0,0,0,14.0,1
18639,21,S3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,15.171,0.0,62,1,0.0,0,0,0,14.0,1
18640,21,S3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,62,1,0.0,0,0,0,0.047,2
18641,21,S3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,62,1,0.0,0,0,0,0.051,2
18642,21,S3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,62,1,0.0,0,0,0,0.066,2
18643,21,S3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,62,1,0.0,0,0,0,0.076,2
18644,21,S3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,62,1,0.0,0,0,0,0.101,2
18645,21,S3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,13.4205,0.0,62,1,0.0,0,0,0,0.119,2
18646,21,S3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,15.171,0.0,62,1,0.0,0,0,0,0.129,2
18647,21,S3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,62,1,0.0,0,0,0,0.05,4
18648,21,S3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,62,1,0.0,0,0,0,0.08,4
18649,21,S3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,62,1,0.0,0,0,0,0.1,4
18650,21,S3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,62,1,0.0,0,0,0,0.13,4
18651,21,S3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,62,1,0.0,0,0,0,0.15,4
18652,21,S3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,13.4205,0.0,62,1,0.0,0,0,0,0.15,4
18653,21,S3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,15.171,0.0,62,1,0.0,0,0,0,0.18,4
18654,21,S3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,62,1,0.0,0,0,0,159.2,5
18655,21,S3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,62,1,0.0,0,0,0,157.9,5
18656,21,S3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,62,1,0.0,0,0,0,110.5,5
18657,21,S3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,62,1,0.0,0,0,0,96.75,5
18658,21,S3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,62,1,0.0,0,0,0,96.75,5
18659,21,S3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,13.4205,0.0,62,1,0.0,0,0,0,89.3,5
18660,21,S3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,15.171,0.0,62,1,0.0,0,0,0,89.3,5
18661,21,S3-a,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,62,1,0.0,0,0,0,179.0,6
18662,21,S3-a,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,62,1,0.0,0,0,0,179.0,6
18663,21,S3-a,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,62,1,0.0,0,0,0,173.0,6
18664,21,S3-a,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,62,1,0.0,0,0,0,152.0,6
18665,21,S3-a,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,62,1,0.0,0,0,0,132.0,6
18666,21,S3-a,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,13.4205,0.0,62,1,0.0,0,0,0,132.0,6
18667,21,S3-a,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,34]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,15.171,0.0,62,1,0.0,0,0,0,132.0,6
18668,21,S3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,63,1,0.0,0,0,0,6.0,1
18669,21,S3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,63,1,0.0,0,0,0,9.0,1
18670,21,S3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,63,1,0.0,0,0,0,10.0,1
18671,21,S3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,63,1,0.0,0,0,0,10.0,1
18672,21,S3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,63,1,0.0,0,0,0,10.0,1
18673,21,S3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,13.4205,0.0,63,1,0.0,0,0,0,10.0,1
18674,21,S3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,15.171,0.0,63,1,0.0,0,0,0,10.0,1
18675,21,S3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,63,1,0.0,0,0,0,0.043,2
18676,21,S3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,63,1,0.0,0,0,0,0.061,2
18677,21,S3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,63,1,0.0,0,0,0,0.076,2
18678,21,S3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,63,1,0.0,0,0,0,0.108,2
18679,21,S3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,63,1,0.0,0,0,0,0.133,2
18680,21,S3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,13.4205,0.0,63,1,0.0,0,0,0,0.154,2
18681,21,S3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,15.171,0.0,63,1,0.0,0,0,0,0.18,2
18682,21,S3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,63,1,0.0,0,0,0,0.05,4
18683,21,S3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,63,1,0.0,0,0,0,0.08,4
18684,21,S3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,63,1,0.0,0,0,0,0.1,4
18685,21,S3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,63,1,0.0,0,0,0,0.13,4
18686,21,S3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,63,1,0.0,0,0,0,0.18,4
18687,21,S3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,13.4205,0.0,63,1,0.0,0,0,0,0.2,4
18688,21,S3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,15.171,0.0,63,1,0.0,0,0,0,0.23,4
18689,21,S3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,63,1,0.0,0,0,0,160.8,5
18690,21,S3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,63,1,0.0,0,0,0,131.625,5
18691,21,S3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,63,1,0.0,0,0,0,117.0,5
18692,21,S3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,63,1,0.0,0,0,0,117.0,5
18693,21,S3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,63,1,0.0,0,0,0,117.0,5
18694,21,S3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,13.4205,0.0,63,1,0.0,0,0,0,117.0,5
18695,21,S3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,15.171,0.0,63,1,0.0,0,0,0,117.0,5
18696,21,S3-b,1,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,4.668,0.0,63,1,0.0,0,0,0,211.0,6
18697,21,S3-b,2,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,6.4185,0.0,63,1,0.0,0,0,0,211.0,6
18698,21,S3-b,3,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,8.169,0.0,63,1,0.0,0,0,0,152.0,6
18699,21,S3-b,4,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,9.9195,0.0,63,1,0.0,0,0,0,152.0,6
18700,21,S3-b,5,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,11.67,0.0,63,1,0.0,0,0,0,152.0,6
18701,21,S3-b,6,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,13.4205,0.0,63,1,0.0,0,0,0,152.0,6
18702,21,S3-b,7,0,An experimental study of flexural cracking in reinforced concrete members under short term loads,2004,0,Australia,University of New South Wales,0,"R.I. Gilbert, S. Nejadi",3800.0,3500.0,1167.0,1167.0,161.0,400,"[1,2,6]","[3,25,35]","[0,0,0]","[0,0,0]",2.0,"[21,36,36.3,36.6,37.3,39.1,40.1]","[1,150x300,0]","[14,27,28,48,55,63,68]","[3.85,4.29,4.67]","[3,500x100x100,3]","[7,17,28]","[26930,28920]","[3,500x100x100,1]","[27,68]","[0,0,0,0,0,20,0,0,0]",0.0,2,500.0,[12],[130],[4],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,2,3,2,0.0,1,0.0,15.171,0.0,63,1,0.0,0,0,0,152.0,6
18703,22,HS_B_15_2_5_6_4,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,400.0,"[15,15]","[37.5,152.5]","[3,3]","[142.5,142.5]","[15,15]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,0,2,0.0,1,0.0,0.0,267.0,0,1,0.0,0,0,0,151.0,5
18704,22,HS_B_20_2_5_4_8,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[70],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,0,2,0.0,1,0.0,0.0,267.0,0,1,0.0,0,0,0,275.0,5
18705,22,HS_B_20_2_5_4_9,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[70],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,0,2,0.0,1,0.0,0.0,267.0,0,1,0.0,0,0,0,255.0,5
18706,22,HS_B_20_2_5_6_6,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,0,2,0.0,1,0.0,0.0,267.0,0,1,0.0,0,0,0,148.0,5
18707,22,HS_U_15_2_5_6_3,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[90],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,400.0,"[15,15]","[37.5,152.5]","[3,3]","[142.5,142.5]","[15,15]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,267.0,0,1,0.0,0,0,0,152.0,5
18708,22,HS_U_20_2-5_4_7,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[80],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,267.0,0,1,0.0,0,0,0,240.0,5
18709,22,HS_U_20_2_5_6_5,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,250.5,0,1,0.0,0,0,0,0.089,2
18710,22,HS_U_20_2_5_6_5,2,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,271.4,0,1,0.0,0,0,0,0.1,2
18711,22,HS_U_20_2_5_6_5,3,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,300.7,0,1,0.0,0,0,0,0.122,2
18712,22,HS_U_20_2_5_6_5,4,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,349.9,0,1,0.0,0,0,0,0.164,2
18713,22,HS_U_20_2_5_6_5,5,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,378.2,0,1,0.0,0,0,0,0.199,2
18714,22,HS_U_20_2_5_6_5,6,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,399.6,0,1,0.0,0,0,0,0.216,2
18715,22,HS_U_20_2_5_6_5,7,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,427.4,0,1,0.0,0,0,0,0.254,2
18716,22,HS_U_20_2_5_6_5,8,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,441.0,0,1,0.0,0,0,0,0.298,2
18717,22,HS_U_20_2_5_6_5,8,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[75],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,650.0,"[20,20]","[37.5,152.5]","[3,3]","[140,140]","[20,20]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1a,0,0,0,2,0.0,1,0.0,0.0,441.0,0,1,0.0,0,0,0,150.0,5
18718,22,NS_B_15_2_5_6_1,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[35],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,400.0,"[15,15]","[37.5,152.5]","[3,3]","[142.5,142.5]","[15,15]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,0,2,0.0,1,0.0,0.0,267.0,0,1,0.0,0,0,0,151.0,5
18719,22,NS_B_15_2_5_6_2,1,10.1016/j.engstruct.2009.10.009,An analytical model for crack spacing of thick reinforced concrete plates,2010,Engineering Structures,Canda,Memorial University of Newfoundland,Structural Laboratory,"N. Dawood, H. Marzouk",600.0,600.0,600.0,600.0,190.0,600,"[3,0]","[21,0]","[0,0]","[0,0]",0.0,[35],"[1,100x200,0]",[0],[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[0,0,0,0,0,0,0,0,0]",200000.0,2,400.0,"[15,15]","[37.5,152.5]","[3,3]","[142.5,142.5]","[15,15]","[150,150]",0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],0,1b,0,0,0,2,0.0,1,0.0,0.0,267.0,0,1,0.0,0,0,0,144.0,5
18720,23,BSTN2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,44.8,0.0,14,1,0.0,0,0,0,5.0,1
18721,23,BSTN2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,25.6,0.0,14,1,0.0,0,0,0,0.028,2
18722,23,BSTN2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,36.8,0.0,14,1,0.0,0,0,0,0.069,2
18723,23,BSTN2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,44.8,0.0,14,1,0.0,0,0,0,0.118,2
18724,23,BSTN2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,25.6,0.0,14,1,0.0,0,0,0,0.05,4
18725,23,BSTN2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,36.8,0.0,14,1,0.0,0,0,0,0.1,4
18726,23,BSTN2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,44.8,0.0,14,1,0.0,0,0,0,0.15,4
18727,23,BSTN2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,44.8,0.0,14,1,0.0,0,0,0,154.3,5
18728,23,BSTN2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,44.8,0.0,14,1,0.0,0,0,0,243.0,6
18729,23,BSTN3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,60.0,0.0,14,1,0.0,0,0,0,6.0,1
18730,23,BSTN3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,26.0,0.0,14,1,0.0,0,0,0,0.021,2
18731,23,BSTN3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,36.0,0.0,14,1,0.0,0,0,0,0.038,2
18732,23,BSTN3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,46.0,0.0,14,1,0.0,0,0,0,0.063,2
18733,23,BSTN3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,60.0,0.0,14,1,0.0,0,0,0,0.117,2
18734,23,BSTN3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,26.0,0.0,14,1,0.0,0,0,0,0.033,4
18735,23,BSTN3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,36.0,0.0,14,1,0.0,0,0,0,0.05,4
18736,23,BSTN3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,46.0,0.0,14,1,0.0,0,0,0,0.1,4
18737,23,BSTN3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,60.0,0.0,14,1,0.0,0,0,0,0.15,4
18738,23,BSTN3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,60.0,0.0,14,1,0.0,0,0,0,120.8,5
18739,23,BSTN3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,[4],[14],[0],[0],2.0,[26],"[1,100x200,0]",[14],[3.5],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,60.0,0.0,14,1,0.0,0,0,0,153.0,6
18740,23,BSTS2-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,48.0,0.0,60,1,0.0,0,0,0,9.0,1
18741,23,BSTS2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,20.0,0.0,60,1,0.0,0,0,0,0.034,2
18742,23,BSTS2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,30.0,0.0,60,1,0.0,0,0,0,0.068,2
18743,23,BSTS2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,40.0,0.0,60,1,0.0,0,0,0,0.103,2
18744,23,BSTS2-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,48.0,0.0,60,1,0.0,0,0,0,0.102,2
18745,23,BSTS2-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,20.0,0.0,60,1,0.0,0,0,0,0.05,4
18746,23,BSTS2-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,30.0,0.0,60,1,0.0,0,0,0,0.1,4
18747,23,BSTS2-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,40.0,0.0,60,1,0.0,0,0,0,0.125,4
18748,23,BSTS2-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,48.0,0.0,60,1,0.0,0,0,0,0.15,4
18749,23,BSTS2-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,48.0,0.0,60,1,0.0,0,0,0,110.0,5
18750,23,BSTS2-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[2],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,48.0,0.0,60,1,0.0,0,0,0,122.0,6
18751,23,BSTS3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,60.0,0.0,60,1,0.0,0,0,0,5.0,1
18752,23,BSTS3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,30.0,0.0,60,1,0.0,0,0,0,0.025,2
18753,23,BSTS3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,40.0,0.0,60,1,0.0,0,0,0,0.058,2
18754,23,BSTS3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,48.0,0.0,60,1,0.0,0,0,0,0.085,2
18755,23,BSTS3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,60.0,0.0,60,1,0.0,0,0,0,0.14,2
18756,23,BSTS3-16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,30.0,0.0,60,1,0.0,0,0,0,0.0375,4
18757,23,BSTS3-16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,40.0,0.0,60,1,0.0,0,0,0,0.075,4
18758,23,BSTS3-16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,48.0,0.0,60,1,0.0,0,0,0,0.125,4
18759,23,BSTS3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,60.0,0.0,60,1,0.0,0,0,0,0.175,4
18760,23,BSTS3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,60.0,0.0,60,1,0.0,0,0,0,133.3,5
18761,23,BSTS3-16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,400.0,200,"[4,6]","[14,46]","[0,0]","[0,0]",2.0,[40],"[1,100x200,0]",[60],[3.9],"[3,600x100x100,3]",[60],[32000],"[1,100x200,1]",[60],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[342],[3],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,220.0,1,0.0,60.0,0.0,60,1,0.0,0,0,0,162.0,6
18762,23,LTN12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,40.0,0.0,0.0,28,4,0.0,0,0,0,5.0,1
18763,23,LTN12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,40.0,0.0,0.0,28,51,0.0,0,0,0,5.0,1
18764,23,LTN12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,40.0,0.0,0.0,28,4,0.0,0,0,0,0.24,2
18765,23,LTN12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,40.0,0.0,0.0,28,51,0.0,0,0,0,0.335,2
18766,23,LTN12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,40.0,0.0,0.0,28,4,0.0,0,0,0,0.375,4
18767,23,LTN12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,40.0,0.0,0.0,28,51,0.0,0,0,0,0.675,4
18768,23,LTN12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,40.0,0.0,0.0,28,4,0.0,0,0,0,194.0,5
18769,23,LTN12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,40.0,0.0,0.0,28,51,0.0,0,0,0,194.0,5
18770,23,LTN12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,40.0,0.0,0.0,28,4,0.0,0,0,0,295.0,6
18771,23,LTN12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,40.0,0.0,0.0,28,51,0.0,0,0,0,295.0,6
18772,23,LTN12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,20.0,0.0,0.0,28,4,0.0,0,0,0,1.0,1
18773,23,LTN12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,20.0,0.0,0.0,28,51,0.0,0,0,0,4.0,1
18774,23,LTN12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,20.0,0.0,0.0,28,4,0.0,0,0,0,0.24,2
18775,23,LTN12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,20.0,0.0,0.0,28,51,0.0,0,0,0,0.15,2
18776,23,LTN12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,20.0,0.0,0.0,28,4,0.0,0,0,0,0.24,4
18777,23,LTN12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,20.0,0.0,0.0,28,51,0.0,0,0,0,0.335,4
18778,23,LTN12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,20.0,0.0,0.0,28,51,0.0,0,0,0,202.0,5
18779,23,LTN12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[21.56,24.88]","[1,100x200,0]","[32,83]","[2.04,2.44]","[1,100x200,2]","[32,83]","[22400,23600]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,310.0,1,20.0,0.0,0.0,28,51,0.0,0,0,0,265.0,6
18780,23,LTN12C,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,40.0,0.0,0.0,28,4,0.0,0,0,0,5.0,1
18781,23,LTN12C,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,40.0,0.0,0.0,28,51,0.0,0,0,0,5.0,1
18782,23,LTN12C,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,40.0,0.0,0.0,28,4,0.0,0,0,0,0.285,2
18783,23,LTN12C,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,40.0,0.0,0.0,28,51,0.0,0,0,0,0.345,2
18784,23,LTN12C,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,40.0,0.0,0.0,28,4,0.0,0,0,0,0.475,4
18785,23,LTN12C,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,40.0,0.0,0.0,28,51,0.0,0,0,0,0.55,4
18786,23,LTN12C,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,40.0,0.0,0.0,28,4,0.0,0,0,0,196.0,5
18787,23,LTN12C,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,40.0,0.0,0.0,28,51,0.0,0,0,0,196.0,5
18788,23,LTN12C,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,40.0,0.0,0.0,28,4,0.0,0,0,0,290.0,6
18789,23,LTN12C,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,40.0,0.0,0.0,28,51,0.0,0,0,0,290.0,6
18790,23,LTN12D,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,20.0,0.0,0.0,28,4,0.0,0,0,0,1.0,1
18791,23,LTN12D,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,20.0,0.0,0.0,28,4,0.0,0,0,0,0.15,2
18792,23,LTN12D,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[28],[0],[0],2.0,"[27.73,29.02]","[1,100x200,0]","[32,83]","[2.85,3.02]","[1,100x200,2]","[32,83]","[20500,22300]","[1,100x200,1]","[32,83]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,356.0,1,20.0,0.0,0.0,28,4,0.0,0,0,0,0.15,4
18793,23,SLTN4-12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,17.9,0.0,15,1,0.0,0,0,0,6.0,1
18794,23,SLTN4-12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,17.9,0.0,15,70,0.0,0,0,0,7.0,1
18795,23,SLTN4-12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,17.9,0.0,15,1,0.0,0,0,0,0.126,2
18796,23,SLTN4-12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,17.9,0.0,15,70,0.0,0,0,0,0.178,2
18797,23,SLTN4-12A,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,17.9,0.0,15,1,0.0,0,0,0,0.175,4
18798,23,SLTN4-12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,17.9,0.0,15,70,0.0,0,0,0,0.3,4
18799,23,SLTN4-12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,17.9,0.0,15,70,0.0,0,0,0,159.0,5
18800,23,SLTN4-12A,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,17.9,0.0,15,70,0.0,0,0,0,166.0,6
18801,23,SLTN4-12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,13.9,0.0,15,1,0.0,0,0,0,4.0,1
18802,23,SLTN4-12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,13.9,0.0,15,70,0.0,0,0,0,6.0,1
18803,23,SLTN4-12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,13.9,0.0,15,1,0.0,0,0,0,0.112,2
18804,23,SLTN4-12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,13.9,0.0,15,70,0.0,0,0,0,0.158,2
18805,23,SLTN4-12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,13.9,0.0,15,1,0.0,0,0,0,0.125,4
18806,23,SLTN4-12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,13.9,0.0,15,70,0.0,0,0,0,0.225,4
18807,23,SLTN4-12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,13.9,0.0,15,1,0.0,0,0,0,159.0,5
18808,23,SLTN4-12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,13.9,0.0,15,70,0.0,0,0,0,292.0,5
18809,23,SLTN4-12B,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,13.9,0.0,15,1,0.0,0,0,0,166.0,6
18810,23,SLTN4-12B,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,"[28.6,33.7]","[1,100x200,0]","[15,85]","[3,3.3]","[3,600x100x100,3]","[15,85]","[25000,29500]","[1,100x200,1]","[15,85]","[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,13.9,0.0,15,70,0.0,0,0,0,291.0,6
18811,23,SSTN4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,20.0,0.0,14,1,0.0,0,0,0,7.0,1
18812,23,SSTN4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,12.0,0.0,14,1,0.0,0,0,0,0.08,2
18813,23,SSTN4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,16.0,0.0,14,1,0.0,0,0,0,0.136,2
18814,23,SSTN4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,20.0,0.0,14,1,0.0,0,0,0,0.2,2
18815,23,SSTN4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,12.0,0.0,14,1,0.0,0,0,0,0.075,4
18816,23,SSTN4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,16.0,0.0,14,1,0.0,0,0,0,0.175,4
18817,23,SSTN4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,20.0,0.0,14,1,0.0,0,0,0,0.25,4
18818,23,SSTN4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,20.0,0.0,14,1,0.0,0,0,0,122.0,5
18819,23,SSTN4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],[14],[0],[0],2.0,[28.6],"[1,100x200,0]",[14],[3],"[3,600x100x100,3]",[14],[25000],"[1,100x200,1]",[14],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[50],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,0.0,1,0.0,20.0,0.0,14,1,0.0,0,0,0,157.0,6
18820,23,SSTS4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],"[14,45]","[0,0]","[0,0]",2.0,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,320.0,1,0.0,20.0,0.0,59,1,0.0,0,0,0,6.0,1
18821,23,SSTS4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],"[14,45]","[0,0]","[0,0]",2.0,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,320.0,1,0.0,12.0,0.0,59,1,0.0,0,0,0,0.096,2
18822,23,SSTS4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],"[14,45]","[0,0]","[0,0]",2.0,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,320.0,1,0.0,16.0,0.0,59,1,0.0,0,0,0,0.133,2
18823,23,SSTS4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],"[14,45]","[0,0]","[0,0]",2.0,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,320.0,1,0.0,20.0,0.0,59,1,0.0,0,0,0,0.229,2
18824,23,SSTS4-12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],"[14,45]","[0,0]","[0,0]",2.0,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,320.0,1,0.0,12.0,0.0,59,1,0.0,0,0,0,0.125,4
18825,23,SSTS4-12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],"[14,45]","[0,0]","[0,0]",2.0,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,320.0,1,0.0,16.0,0.0,59,1,0.0,0,0,0,0.175,4
18826,23,SSTS4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],"[14,45]","[0,0]","[0,0]",2.0,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,320.0,1,0.0,20.0,0.0,59,1,0.0,0,0,0,0.275,4
18827,23,SSTS4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],"[14,45]","[0,0]","[0,0]",2.0,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,320.0,1,0.0,20.0,0.0,59,1,0.0,0,0,0,138.6,5
18828,23,SSTS4-12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,2650.0,2400.0,800.0,800.0,140.0,800,[4],"[14,45]","[0,0]","[0,0]",2.0,[32.6],"[1,100x200,0]",[59],[3.3],"[3,600x100x100,3]",[59],[29000],"[1,100x200,1]",[59],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[114],[4],[94],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,0,2,3,1,320.0,1,0.0,20.0,0.0,59,1,0.0,0,0,0,168.0,6
18829,23,STN12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,158.0,32,1,0.0,0,0,0,1.0,1
18830,23,STN12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,154.0,32,1,0.0,0,0,0,2.0,1
18831,23,STN12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,173.0,32,1,0.0,0,0,0,3.0,1
18832,23,STN12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,212.0,32,1,0.0,0,0,0,4.0,1
18833,23,STN12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,338.0,32,1,0.0,0,0,0,5.0,1
18834,23,STN12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,354.0,32,1,0.0,0,0,0,5.0,1
18835,23,STN12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,442.0,32,1,0.0,0,0,0,5.0,1
18836,23,STN12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,158.0,32,1,0.0,0,0,0,0.075,2
18837,23,STN12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,154.0,32,1,0.0,0,0,0,0.063,2
18838,23,STN12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,173.0,32,1,0.0,0,0,0,0.092,2
18839,23,STN12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,212.0,32,1,0.0,0,0,0,0.125,2
18840,23,STN12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,338.0,32,1,0.0,0,0,0,0.15,2
18841,23,STN12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,354.0,32,1,0.0,0,0,0,0.185,2
18842,23,STN12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,442.0,32,1,0.0,0,0,0,0.2,2
18843,23,STN12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,158.0,32,1,0.0,0,0,0,0.075,4
18844,23,STN12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,154.0,32,1,0.0,0,0,0,0.075,4
18845,23,STN12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,173.0,32,1,0.0,0,0,0,0.125,4
18846,23,STN12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,212.0,32,1,0.0,0,0,0,0.25,4
18847,23,STN12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,338.0,32,1,0.0,0,0,0,0.3,4
18848,23,STN12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,354.0,32,1,0.0,0,0,0,0.3,4
18849,23,STN12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,442.0,32,1,0.0,0,0,0,0.375,4
18850,23,STN12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,154.0,32,1,0.0,0,0,0,495.0,5
18851,23,STN12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,173.0,32,1,0.0,0,0,0,247.5,5
18852,23,STN12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,212.0,32,1,0.0,0,0,0,228.0,5
18853,23,STN12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,338.0,32,1,0.0,0,0,0,195.0,5
18854,23,STN12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,354.0,32,1,0.0,0,0,0,195.0,5
18855,23,STN12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,442.0,32,1,0.0,0,0,0,195.0,5
18856,23,STN12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,154.0,32,1,0.0,0,0,0,495.0,6
18857,23,STN12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,173.0,32,1,0.0,0,0,0,320.0,6
18858,23,STN12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,212.0,32,1,0.0,0,0,0,320.0,6
18859,23,STN12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,338.0,32,1,0.0,0,0,0,320.0,6
18860,23,STN12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,354.0,32,1,0.0,0,0,0,320.0,6
18861,23,STN12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,442.0,32,1,0.0,0,0,0,320.0,6
18862,23,STN16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,104.0,32,1,0.0,0,0,0,1.0,1
18863,23,STN16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,113.0,32,1,0.0,0,0,0,2.0,1
18864,23,STN16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,114.0,32,1,0.0,0,0,0,3.0,1
18865,23,STN16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,196.0,32,1,0.0,0,0,0,4.0,1
18866,23,STN16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,299.0,32,1,0.0,0,0,0,5.0,1
18867,23,STN16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,373.0,32,1,0.0,0,0,0,5.0,1
18868,23,STN16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,447.0,32,1,0.0,0,0,0,5.0,1
18869,23,STN16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,522.0,32,1,0.0,0,0,0,5.0,1
18870,23,STN16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,104.0,32,1,0.0,0,0,0,0.013,2
18871,23,STN16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,113.0,32,1,0.0,0,0,0,0.038,2
18872,23,STN16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,114.0,32,1,0.0,0,0,0,0.058,2
18873,23,STN16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,196.0,32,1,0.0,0,0,0,0.131,2
18874,23,STN16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,299.0,32,1,0.0,0,0,0,0.16,2
18875,23,STN16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,373.0,32,1,0.0,0,0,0,0.215,2
18876,23,STN16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,447.0,32,1,0.0,0,0,0,0.245,2
18877,23,STN16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,522.0,32,1,0.0,0,0,0,0.3,2
18878,23,STN16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,104.0,32,1,0.0,0,0,0,0.013,4
18879,23,STN16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,113.0,32,1,0.0,0,0,0,0.05,4
18880,23,STN16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,114.0,32,1,0.0,0,0,0,0.075,4
18881,23,STN16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,196.0,32,1,0.0,0,0,0,0.25,4
18882,23,STN16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,299.0,32,1,0.0,0,0,0,0.325,4
18883,23,STN16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,373.0,32,1,0.0,0,0,0,0.325,4
18884,23,STN16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,447.0,32,1,0.0,0,0,0,0.375,4
18885,23,STN16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,522.0,32,1,0.0,0,0,0,0.5,4
18886,23,STN16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,113.0,32,1,0.0,0,0,0,240.0,5
18887,23,STN16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,114.0,32,1,0.0,0,0,0,273.0,5
18888,23,STN16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,196.0,32,1,0.0,0,0,0,182.0,5
18889,23,STN16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,299.0,32,1,0.0,0,0,0,165.0,5
18890,23,STN16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,373.0,32,1,0.0,0,0,0,165.0,5
18891,23,STN16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,447.0,32,1,0.0,0,0,0,165.0,5
18892,23,STN16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,522.0,32,1,0.0,0,0,0,165.0,5
18893,23,STN16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,113.0,32,1,0.0,0,0,0,240.0,6
18894,23,STN16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,114.0,32,1,0.0,0,0,0,305.0,6
18895,23,STN16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,196.0,32,1,0.0,0,0,0,240.0,6
18896,23,STN16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,299.0,32,1,0.0,0,0,0,240.0,6
18897,23,STN16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,373.0,32,1,0.0,0,0,0,240.0,6
18898,23,STN16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,447.0,32,1,0.0,0,0,0,240.0,6
18899,23,STN16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,[3],[32],[0],[0],2.0,[21.56],"[1,100x200,0]",[32],[2.04],"[1,100x200,2]",[32],[22400],"[1,100x200,1]",[32],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,28.0,1,0.0,0.0,522.0,32,1,0.0,0,0,0,240.0,6
18900,23,STS12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,98.0,57,1,0.0,0,0,0,1.0,1
18901,23,STS12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,118.0,57,1,0.0,0,0,0,2.0,1
18902,23,STS12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,132.0,57,1,0.0,0,0,0,3.0,1
18903,23,STS12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,141.0,57,1,0.0,0,0,0,4.0,1
18904,23,STS12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,265.0,57,1,0.0,0,0,0,5.0,1
18905,23,STS12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,354.0,57,1,0.0,0,0,0,5.0,1
18906,23,STS12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,442.0,57,1,0.0,0,0,0,5.0,1
18907,23,STS12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,98.0,57,1,0.0,0,0,0,0.025,2
18908,23,STS12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,118.0,57,1,0.0,0,0,0,0.063,2
18909,23,STS12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,132.0,57,1,0.0,0,0,0,0.15,2
18910,23,STS12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,141.0,57,1,0.0,0,0,0,0.175,2
18911,23,STS12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,265.0,57,1,0.0,0,0,0,0.195,2
18912,23,STS12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,354.0,57,1,0.0,0,0,0,0.34,2
18913,23,STS12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,442.0,57,1,0.0,0,0,0,0.385,2
18914,23,STS12,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,98.0,57,1,0.0,0,0,0,0.025,4
18915,23,STS12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,118.0,57,1,0.0,0,0,0,0.075,4
18916,23,STS12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,132.0,57,1,0.0,0,0,0,0.2,4
18917,23,STS12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,141.0,57,1,0.0,0,0,0,0.25,4
18918,23,STS12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,265.0,57,1,0.0,0,0,0,0.35,4
18919,23,STS12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,354.0,57,1,0.0,0,0,0,0.5,4
18920,23,STS12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,442.0,57,1,0.0,0,0,0,0.525,4
18921,23,STS12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,118.0,57,1,0.0,0,0,0,105.0,5
18922,23,STS12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,132.0,57,1,0.0,0,0,0,275.0,5
18923,23,STS12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,141.0,57,1,0.0,0,0,0,183.0,5
18924,23,STS12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,265.0,57,1,0.0,0,0,0,178.0,5
18925,23,STS12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,354.0,57,1,0.0,0,0,0,178.0,5
18926,23,STS12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,442.0,57,1,0.0,0,0,0,178.0,5
18927,23,STS12,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,118.0,57,1,0.0,0,0,0,105.0,6
18928,23,STS12,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,132.0,57,1,0.0,0,0,0,445.0,6
18929,23,STS12,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,141.0,57,1,0.0,0,0,0,245.0,6
18930,23,STS12,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,265.0,57,1,0.0,0,0,0,245.0,6
18931,23,STS12,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,354.0,57,1,0.0,0,0,0,245.0,6
18932,23,STS12,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",200000.0,2,500.0,[12],[50],[1],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,442.0,57,1,0.0,0,0,0,245.0,6
18933,23,STS16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,55.0,57,1,0.0,0,0,0,1.0,1
18934,23,STS16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,63.0,57,1,0.0,0,0,0,2.0,1
18935,23,STS16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,65.0,57,1,0.0,0,0,0,3.0,1
18936,23,STS16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,78.0,57,1,0.0,0,0,0,4.0,1
18937,23,STS16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,82.0,57,1,0.0,0,0,0,5.0,1
18938,23,STS16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,136.0,57,1,0.0,0,0,0,6.0,1
18939,23,STS16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,249.0,57,1,0.0,0,0,0,6.0,1
18940,23,STS16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,373.0,57,1,0.0,0,0,0,6.0,1
18941,23,STS16,9,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,448.0,57,1,0.0,0,0,0,6.0,1
18942,23,STS16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,55.0,57,1,0.0,0,0,0,0.05,2
18943,23,STS16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,63.0,57,1,0.0,0,0,0,0.038,2
18944,23,STS16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,65.0,57,1,0.0,0,0,0,0.058,2
18945,23,STS16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,78.0,57,1,0.0,0,0,0,0.056,2
18946,23,STS16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,82.0,57,1,0.0,0,0,0,0.125,2
18947,23,STS16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,136.0,57,1,0.0,0,0,0,0.121,2
18948,23,STS16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,249.0,57,1,0.0,0,0,0,0.167,2
18949,23,STS16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,373.0,57,1,0.0,0,0,0,0.246,2
18950,23,STS16,9,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,448.0,57,1,0.0,0,0,0,0.288,2
18951,23,STS16,1,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,55.0,57,1,0.0,0,0,0,0.05,4
18952,23,STS16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,63.0,57,1,0.0,0,0,0,0.05,4
18953,23,STS16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,65.0,57,1,0.0,0,0,0,0.075,4
18954,23,STS16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,78.0,57,1,0.0,0,0,0,0.075,4
18955,23,STS16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,82.0,57,1,0.0,0,0,0,0.15,4
18956,23,STS16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,136.0,57,1,0.0,0,0,0,0.175,4
18957,23,STS16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,249.0,57,1,0.0,0,0,0,0.325,4
18958,23,STS16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,373.0,57,1,0.0,0,0,0,0.375,4
18959,23,STS16,9,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,448.0,57,1,0.0,0,0,0,0.425,4
18960,23,STS16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,63.0,57,1,0.0,0,0,0,480.0,5
18961,23,STS16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,65.0,57,1,0.0,0,0,0,240.0,5
18962,23,STS16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,78.0,57,1,0.0,0,0,0,160.0,5
18963,23,STS16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,82.0,57,1,0.0,0,0,0,156.0,5
18964,23,STS16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,136.0,57,1,0.0,0,0,0,125.0,5
18965,23,STS16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,249.0,57,1,0.0,0,0,0,125.0,5
18966,23,STS16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,373.0,57,1,0.0,0,0,0,125.0,5
18967,23,STS16,9,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,448.0,57,1,0.0,0,0,0,125.0,5
18968,23,STS16,2,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,63.0,57,1,0.0,0,0,0,480.0,6
18969,23,STS16,3,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,65.0,57,1,0.0,0,0,0,340.0,6
18970,23,STS16,4,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,78.0,57,1,0.0,0,0,0,205.0,6
18971,23,STS16,5,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,82.0,57,1,0.0,0,0,0,205.0,6
18972,23,STS16,6,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,136.0,57,1,0.0,0,0,0,145.0,6
18973,23,STS16,7,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,249.0,57,1,0.0,0,0,0,145.0,6
18974,23,STS16,8,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,373.0,57,1,0.0,0,0,0,145.0,6
18975,23,STS16,9,https://doi.org/10.26190/unsworks/23066,Tension Stiffening in Reinforced Concrete - Instantaneous and time-dependent behaviour,2010,0,Australia,University of New South Wales,heavy Structure Laboratory,Mark Han Qing Wu,1100.0,1100.0,600.0,600.0,100.0,100,"[3,6]","[32,25]","[0,0]","[0,0]",2.0,[24.73],"[1,100x200,0]",[57],[2.15],"[1,100x200,2]",[57],[21600],"[1,100x200,1]",[57],"[0,0,0,0,00.6,20,0,0,0]",204000.0,2,500.0,[16],[50],[1],[42],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,2,3,2,249.0,1,0.0,0.0,448.0,57,1,0.0,0,0,0,145.0,6
18976,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,4.0,1
18977,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,5.0,1
18978,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,7.0,1
18979,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,15.0,1
18980,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,18.0,1
18981,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,22.0,1
18982,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,22.0,1
18983,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,22.0,1
18984,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,22.0,1
18985,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,22.0,1
18986,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,4.0,1
18987,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,4.0,1
18988,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,6.0,1
18989,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,14.0,1
18990,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,18.0,1
18991,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,22.0,1
18992,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,22.0,1
18993,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,22.0,1
18994,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,22.0,1
18995,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,22.0,1
18996,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.04,2
18997,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,0.049,2
18998,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.059,2
18999,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.162,2
19000,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.254,2
19001,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.344,2
19002,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.456,2
19003,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,0.499,2
19004,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,0.559,2
19005,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,0.597,2
19006,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.046,2
19007,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,0.052,2
19008,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.059,2
19009,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.164,2
19010,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.243,2
19011,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.352,2
19012,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.479,2
19013,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,0.518,2
19014,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,0.587,2
19015,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,0.632,2
19016,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.055,4
19017,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,0.07,4
19018,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.101,4
19019,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.344,4
19020,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.449,4
19021,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.541,4
19022,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.689,4
19023,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,0.743,4
19024,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,0.814,4
19025,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,0.869,4
19026,24,12-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.06,4
19027,24,12-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,0.077,4
19028,24,12-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.105,4
19029,24,12-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.37,4
19030,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.41,4
19031,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.582,4
19032,24,12-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.727,4
19033,24,12-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,0.836,4
19034,24,12-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,0.915,4
19035,24,12-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,124.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,0.97,4
19036,24,12-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,191.7,5
19037,24,12-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,33]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,124.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,183.2,5
19038,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,1.0,1
19039,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,5.0,1
19040,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,14.0,1
19041,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,15.0,1
19042,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,16.0,1
19043,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,18.0,1
19044,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,19.0,1
19045,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,20.0,1
19046,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,20.0,1
19047,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,21.0,1
19048,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,1.0,1
19049,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,5.0,1
19050,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,14.0,1
19051,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,15.0,1
19052,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,16.0,1
19053,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,18.0,1
19054,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,19.0,1
19055,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,20.0,1
19056,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,20.0,1
19057,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,21.0,1
19058,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.005,2
19059,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.066,2
19060,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.087,2
19061,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.151,2
19062,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.205,2
19063,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.285,2
19064,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.387,2
19065,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.491,2
19066,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,0.539,2
19067,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,0.575,2
19068,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.006,2
19069,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.053,2
19070,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.087,2
19071,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.171,2
19072,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.236,2
19073,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.325,2
19074,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.458,2
19075,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.556,2
19076,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,0.606,2
19077,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,0.651,2
19078,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.005,4
19079,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.107,4
19080,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.218,4
19081,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.281,4
19082,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.345,4
19083,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.47,4
19084,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.644,4
19085,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.795,4
19086,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,0.859,4
19087,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,0.939,4
19088,24,12-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.006,4
19089,24,12-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.066,4
19090,24,12-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.195,4
19091,24,12-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.33,4
19092,24,12-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.416,4
19093,24,12-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.577,4
19094,24,12-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.827,4
19095,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.983,4
19096,24,12-20-10,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,0.947,4
19097,24,12-20-10,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,1.138,4
19098,24,12-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,180.0,5
19099,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,11.0,1
19100,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,11.0,1
19101,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,11.0,1
19102,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,11.0,1
19103,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,12.0,1
19104,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,12.0,1
19105,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,12.0,1
19106,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,12.0,1
19107,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,12.0,1
19108,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,11.0,1
19109,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,11.0,1
19110,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,11.0,1
19111,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,11.0,1
19112,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,12.0,1
19113,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,12.0,1
19114,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,12.0,1
19115,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,12.0,1
19116,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,12.0,1
19117,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.047,2
19118,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.108,2
19119,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.289,2
19120,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.423,2
19121,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.577,2
19122,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.755,2
19123,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,0.826,2
19124,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,0.883,2
19125,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,0.943,2
19126,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.055,2
19127,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.125,2
19128,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.33,2
19129,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.487,2
19130,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.665,2
19131,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.866,2
19132,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,0.952,2
19133,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,1.019,2
19134,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,1.075,2
19135,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.073,4
19136,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.164,4
19137,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.352,4
19138,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.539,4
19139,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.748,4
19140,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.952,4
19141,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,1.022,4
19142,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,1.114,4
19143,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,1.164,4
19144,24,12-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.087,4
19145,24,12-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.185,4
19146,24,12-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,52.5,0.0,0,1,0.0,0,0,0,0.374,4
19147,24,12-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,67.5,0.0,0,1,0.0,0,0,0,0.583,4
19148,24,12-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,90.0,0.0,0,1,0.0,0,0,0,0.814,4
19149,24,12-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,1.041,4
19150,24,12-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,1.124,4
19151,24,12-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,127.5,0.0,0,1,0.0,0,0,0,1.227,4
19152,24,12-20-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[412],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,131.3,0.0,0,1,0.0,0,0,0,1.291,4
19153,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,7.0,1
19154,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,9.0,1
19155,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,9.0,1
19156,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,13.0,1
19157,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,7.0,1
19158,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,9.0,1
19159,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,9.0,1
19160,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,13.0,1
19161,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.086,2
19162,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.199,2
19163,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.306,2
19164,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.582,2
19165,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.102,2
19166,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.246,2
19167,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.381,2
19168,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.655,2
19169,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.114,4
19170,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.285,4
19171,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.408,4
19172,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,100.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.868,4
19173,24,12-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.137,4
19174,24,12-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.33,4
19175,24,12-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.478,4
19176,24,12-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,123]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,100.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,1.15,4
19177,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,2.0,1
19178,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,6.0,1
19179,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,9.0,1
19180,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,9.0,1
19181,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,12.0,1
19182,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,13.0,1
19183,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,13.0,1
19184,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,13.0,1
19185,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,2.0,1
19186,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,6.0,1
19187,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,9.0,1
19188,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,9.0,1
19189,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,12.0,1
19190,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,13.0,1
19191,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,13.0,1
19192,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,13.0,1
19193,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.061,2
19194,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.081,2
19195,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.213,2
19196,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.306,2
19197,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.576,2
19198,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,0.823,2
19199,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.927,2
19200,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,0.98,2
19201,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.077,2
19202,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.103,2
19203,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.284,2
19204,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.405,2
19205,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.776,2
19206,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,1.149,2
19207,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,1.295,2
19208,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,1.43,2
19209,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.073,4
19210,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.114,4
19211,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.267,4
19212,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.343,4
19213,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.766,4
19214,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,1.162,4
19215,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,1.328,4
19216,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,1.445,4
19217,24,12-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.1,4
19218,24,12-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.158,4
19219,24,12-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.36,4
19220,24,12-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.451,4
19221,24,12-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,1.007,4
19222,24,12-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,1.563,4
19223,24,12-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,1.781,4
19224,24,12-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,120.0,0.0,0,1,0.0,0,0,0,1.947,4
19225,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,6.0,1
19226,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,8.0,1
19227,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,9.0,1
19228,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,10.0,1
19229,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,13.0,1
19230,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,13.0,1
19231,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,5.0,1
19232,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,8.0,1
19233,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,9.0,1
19234,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,10.0,1
19235,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,13.0,1
19236,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,13.0,1
19237,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.113,2
19238,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.276,2
19239,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.375,2
19240,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.718,2
19241,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,0.889,2
19242,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,0.985,2
19243,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.168,2
19244,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.354,2
19245,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.464,2
19246,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.895,2
19247,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,1.165,2
19248,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,1.292,2
19249,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.216,4
19250,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.389,4
19251,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.482,4
19252,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.884,4
19253,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,1.172,4
19254,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,1.253,4
19255,24,12-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.29,4
19256,24,12-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.5,4
19257,24,12-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.642,4
19258,24,12-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,1.169,4
19259,24,12-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,105.0,0.0,0,1,0.0,0,0,0,1.595,4
19260,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,1.727,4
19261,24,12-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[12],[362],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,112.5,0.0,0,1,0.0,0,0,0,282.5,5
19262,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,22.5,0.0,0,1,0.0,0,0,0,1.0,1
19263,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,26.3,0.0,0,1,0.0,0,0,0,1.0,1
19264,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,2.0,1
19265,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,2.0,1
19266,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,2.0,1
19267,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,41.3,0.0,0,1,0.0,0,0,0,6.0,1
19268,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,8.0,1
19269,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,48.8,0.0,0,1,0.0,0,0,0,9.0,1
19270,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,60.0,0.0,0,1,0.0,0,0,0,12.0,1
19271,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,15.0,1
19272,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,135.0,0.0,0,1,0.0,0,0,0,26.0,1
19273,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,195.0,0.0,0,1,0.0,0,0,0,27.0,1
19274,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,255.0,0.0,0,1,0.0,0,0,0,27.0,1
19275,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,29.0,1
19276,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,360.0,0.0,0,1,0.0,0,0,0,29.0,1
19277,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,22.5,0.0,0,1,0.0,0,0,0,1.0,1
19278,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,26.3,0.0,0,1,0.0,0,0,0,1.0,1
19279,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,2.0,1
19280,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,2.0,1
19281,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,2.0,1
19282,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,41.3,0.0,0,1,0.0,0,0,0,6.0,1
19283,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,8.0,1
19284,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,48.8,0.0,0,1,0.0,0,0,0,9.0,1
19285,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,60.0,0.0,0,1,0.0,0,0,0,12.0,1
19286,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,15.0,1
19287,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,135.0,0.0,0,1,0.0,0,0,0,26.0,1
19288,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,195.0,0.0,0,1,0.0,0,0,0,27.0,1
19289,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,255.0,0.0,0,1,0.0,0,0,0,27.0,1
19290,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,29.0,1
19291,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,360.0,0.0,0,1,0.0,0,0,0,29.0,1
19292,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,22.5,0.0,0,1,0.0,0,0,0,0.053,2
19293,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,26.3,0.0,0,1,0.0,0,0,0,0.06,2
19294,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.066,2
19295,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,0.075,2
19296,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.087,2
19297,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,41.3,0.0,0,1,0.0,0,0,0,0.069,2
19298,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.076,2
19299,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,48.8,0.0,0,1,0.0,0,0,0,0.084,2
19300,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,60.0,0.0,0,1,0.0,0,0,0,0.1,2
19301,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.117,2
19302,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,135.0,0.0,0,1,0.0,0,0,0,0.144,2
19303,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,195.0,0.0,0,1,0.0,0,0,0,0.211,2
19304,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,255.0,0.0,0,1,0.0,0,0,0,0.282,2
19305,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.327,2
19306,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,360.0,0.0,0,1,0.0,0,0,0,0.442,2
19307,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,22.5,0.0,0,1,0.0,0,0,0,0.064,2
19308,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,26.3,0.0,0,1,0.0,0,0,0,0.071,2
19309,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.078,2
19310,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,0.086,2
19311,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.101,2
19312,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,41.3,0.0,0,1,0.0,0,0,0,0.076,2
19313,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.085,2
19314,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,48.8,0.0,0,1,0.0,0,0,0,0.089,2
19315,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,60.0,0.0,0,1,0.0,0,0,0,0.108,2
19316,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.123,2
19317,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,135.0,0.0,0,1,0.0,0,0,0,0.148,2
19318,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,195.0,0.0,0,1,0.0,0,0,0,0.229,2
19319,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,255.0,0.0,0,1,0.0,0,0,0,0.301,2
19320,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.352,2
19321,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,360.0,0.0,0,1,0.0,0,0,0,0.468,2
19322,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,22.5,0.0,0,1,0.0,0,0,0,0.053,4
19323,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,26.3,0.0,0,1,0.0,0,0,0,0.06,4
19324,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.068,4
19325,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,0.076,4
19326,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.088,4
19327,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,41.3,0.0,0,1,0.0,0,0,0,0.096,4
19328,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.107,4
19329,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,48.8,0.0,0,1,0.0,0,0,0,0.115,4
19330,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,60.0,0.0,0,1,0.0,0,0,0,0.152,4
19331,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.202,4
19332,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,135.0,0.0,0,1,0.0,0,0,0,0.25,4
19333,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,195.0,0.0,0,1,0.0,0,0,0,0.363,4
19334,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,255.0,0.0,0,1,0.0,0,0,0,0.477,4
19335,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.575,4
19336,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,360.0,0.0,0,1,0.0,0,0,0,0.782,4
19337,24,25-20-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,22.5,0.0,0,1,0.0,0,0,0,0.064,4
19338,24,25-20-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,26.3,0.0,0,1,0.0,0,0,0,0.071,4
19339,24,25-20-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.079,4
19340,24,25-20-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,33.8,0.0,0,1,0.0,0,0,0,0.087,4
19341,24,25-20-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.101,4
19342,24,25-20-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,41.3,0.0,0,1,0.0,0,0,0,0.109,4
19343,24,25-20-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.121,4
19344,24,25-20-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,48.8,0.0,0,1,0.0,0,0,0,0.131,4
19345,24,25-20-00,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,60.0,0.0,0,1,0.0,0,0,0,0.162,4
19346,24,25-20-00,10,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.198,4
19347,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,135.0,0.0,0,1,0.0,0,0,0,0.287,4
19348,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,195.0,0.0,0,1,0.0,0,0,0,0.43,4
19349,24,25-20-00,13,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,255.0,0.0,0,1,0.0,0,0,0,0.56,4
19350,24,25-20-00,14,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.688,4
19351,24,25-20-00,15,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,168.0,1,0.0,360.0,0.0,0,1,0.0,0,0,0,0.914,4
19352,24,25-20-00,11,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,135.0,0.0,0,1,0.0,0,0,0,130.8,5
19353,24,25-20-00,12,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,43]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,168.0,1,0.0,195.0,0.0,0,1,0.0,0,0,0,126.3,5
19354,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,5.0,1
19355,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,14.0,1
19356,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,16.0,1
19357,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,18.0,1
19358,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,29.0,1
19359,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,31.0,1
19360,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,32.0,1
19361,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,33.0,1
19362,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,5.0,1
19363,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,14.0,1
19364,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,16.0,1
19365,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,18.0,1
19366,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,29.0,1
19367,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,31.0,1
19368,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,32.0,1
19369,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,33.0,1
19370,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.02,2
19371,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.027,2
19372,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.039,2
19373,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.084,2
19374,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.132,2
19375,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.182,2
19376,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.248,2
19377,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,0.325,2
19378,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.03,2
19379,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.035,2
19380,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.05,2
19381,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.106,2
19382,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.164,2
19383,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.233,2
19384,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.306,2
19385,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,0.4,2
19386,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.029,4
19387,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.042,4
19388,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.056,4
19389,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.126,4
19390,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.204,4
19391,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.304,4
19392,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.416,4
19393,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,0.551,4
19394,24,25-20-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.049,4
19395,24,25-20-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.07,4
19396,24,25-20-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.101,4
19397,24,25-20-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.223,4
19398,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.336,4
19399,24,25-20-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.391,4
19400,24,25-20-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.52,4
19401,24,25-20-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,0.697,4
19402,24,25-20-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,105.3,5
19403,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,7.0,1
19404,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,10.0,1
19405,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,11.0,1
19406,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,18.0,1
19407,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,24.0,1
19408,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,25.0,1
19409,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,25.0,1
19410,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,26.0,1
19411,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,7.0,1
19412,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,10.0,1
19413,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,11.0,1
19414,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,18.0,1
19415,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,24.0,1
19416,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,25.0,1
19417,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,25.0,1
19418,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,26.0,1
19419,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.027,2
19420,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.04,2
19421,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.056,2
19422,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.087,2
19423,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.157,2
19424,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.235,2
19425,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.323,2
19426,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,0.436,2
19427,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.034,2
19428,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.047,2
19429,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.063,2
19430,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.105,2
19431,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.184,2
19432,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.278,2
19433,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.381,2
19434,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,0.508,2
19435,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.03,4
19436,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.045,4
19437,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.064,4
19438,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.131,4
19439,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.271,4
19440,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.406,4
19441,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.536,4
19442,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,0.722,4
19443,24,25-20-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.043,4
19444,24,25-20-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.061,4
19445,24,25-20-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.08,4
19446,24,25-20-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.159,4
19447,24,25-20-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.336,4
19448,24,25-20-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.506,4
19449,24,25-20-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.681,4
19450,24,25-20-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[405.5],[4],[32],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,375.0,0.0,0,1,0.0,0,0,0,0.91,4
19451,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,9.0,1
19452,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,11.0,1
19453,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,12.0,1
19454,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,14.0,1
19455,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,16.0,1
19456,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,16.0,1
19457,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,17.0,1
19458,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,330.0,0.0,0,1,0.0,0,0,0,17.0,1
19459,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,9.0,1
19460,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,11.0,1
19461,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,11.0,1
19462,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,13.0,1
19463,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,15.0,1
19464,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,15.0,1
19465,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,16.0,1
19466,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,330.0,0.0,0,1,0.0,0,0,0,16.0,1
19467,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.052,2
19468,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.065,2
19469,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.082,2
19470,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.165,2
19471,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.327,2
19472,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.509,2
19473,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.677,2
19474,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,330.0,0.0,0,1,0.0,0,0,0,0.836,2
19475,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.071,2
19476,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.092,2
19477,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.112,2
19478,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.236,2
19479,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.475,2
19480,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.741,2
19481,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.974,2
19482,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,330.0,0.0,0,1,0.0,0,0,0,1.197,2
19483,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.072,4
19484,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.1,4
19485,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.131,4
19486,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.274,4
19487,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.57,4
19488,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.898,4
19489,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,1.23,4
19490,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,330.0,0.0,0,1,0.0,0,0,0,1.385,4
19491,24,25-70-00,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.093,4
19492,24,25-70-00,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.123,4
19493,24,25-70-00,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.159,4
19494,24,25-70-00,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.335,4
19495,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.748,4
19496,24,25-70-00,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,1.161,4
19497,24,25-70-00,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,1.648,4
19498,24,25-70-00,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,145.0,1,0.0,330.0,0.0,0,1,0.0,0,0,0,2.098,4
19499,24,25-70-00,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,46]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,145.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,228.0,5
19500,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,4.0,1
19501,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,10.0,1
19502,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,10.0,1
19503,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,11.0,1
19504,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,11.0,1
19505,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,11.0,1
19506,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,12.0,1
19507,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,14.0,1
19508,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,4.0,1
19509,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,9.0,1
19510,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,10.0,1
19511,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,10.0,1
19512,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,11.0,1
19513,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,11.0,1
19514,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,11.0,1
19515,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,14.0,1
19516,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.035,2
19517,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.051,2
19518,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.065,2
19519,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.082,2
19520,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.175,2
19521,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.39,2
19522,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.557,2
19523,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.659,2
19524,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.055,2
19525,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.076,2
19526,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.101,2
19527,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.121,2
19528,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.233,2
19529,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.565,2
19530,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.843,2
19531,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,1.025,2
19532,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.046,4
19533,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.079,4
19534,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.109,4
19535,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.133,4
19536,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.257,4
19537,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.541,4
19538,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.83,4
19539,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,1.057,4
19540,24,25-70-10,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.073,4
19541,24,25-70-10,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.113,4
19542,24,25-70-10,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.143,4
19543,24,25-70-10,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.173,4
19544,24,25-70-10,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.312,4
19545,24,25-70-10,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.669,4
19546,24,25-70-10,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,1.046,4
19547,24,25-70-10,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,100.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,1.607,4
19548,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,7.0,1
19549,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,10.0,1
19550,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,10.0,1
19551,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,10.0,1
19552,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,11.0,1
19553,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,16.0,1
19554,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,17.0,1
19555,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,18.0,1
19556,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,315.0,0.0,0,1,0.0,0,0,0,18.0,1
19557,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,6.0,1
19558,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,9.0,1
19559,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,9.0,1
19560,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,9.0,1
19561,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,11.0,1
19562,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,15.0,1
19563,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,16.0,1
19564,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,16.0,1
19565,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,315.0,0.0,0,1,0.0,0,0,0,17.0,1
19566,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.027,2
19567,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.048,2
19568,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.074,2
19569,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.094,2
19570,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.188,2
19571,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.298,2
19572,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.411,2
19573,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.549,2
19574,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,315.0,0.0,0,1,0.0,0,0,0,0.614,2
19575,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.043,2
19576,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.078,2
19577,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.109,2
19578,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.142,2
19579,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.269,2
19580,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.393,2
19581,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.617,2
19582,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.868,2
19583,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,315.0,0.0,0,1,0.0,0,0,0,0.966,2
19584,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.054,4
19585,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.064,4
19586,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.109,4
19587,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.122,4
19588,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.25,4
19589,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.449,4
19590,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.612,4
19591,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,0.818,4
19592,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,315.0,0.0,0,1,0.0,0,0,0,0.999,4
19593,24,25-70-30,1,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,15.0,0.0,0,1,0.0,0,0,0,0.056,4
19594,24,25-70-30,2,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,30.0,0.0,0,1,0.0,0,0,0,0.103,4
19595,24,25-70-30,3,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,37.5,0.0,0,1,0.0,0,0,0,0.146,4
19596,24,25-70-30,4,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,45.0,0.0,0,1,0.0,0,0,0,0.189,4
19597,24,25-70-30,5,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,75.0,0.0,0,1,0.0,0,0,0,0.357,4
19598,24,25-70-30,6,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,150.0,0.0,0,1,0.0,0,0,0,0.587,4
19599,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,0.844,4
19600,24,25-70-30,8,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,300.0,0.0,0,1,0.0,0,0,0,1.262,4
19601,24,25-70-30,9,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,0.0,1,0.0,315.0,0.0,0,1,0.0,0,0,0,1.64,4
19602,24,25-70-30,7,10.1002/suco.201200016,"Cracking of RC members revisited: influence of cover, ⌀/ρs,ef and stirrup spacing - an experimental and theoretical study",2013,Structural Concrete,Spain,Polytechnic University of Madrid,Structures Laboratory,"Alejandro Pérez Caldentey, Hugo Corres Peiretti, Joan Peset Iribarren, Alejandro Giraldo Soto",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[0,0]",[0],[0],2.0,"[21.9,26.9]","2,150x150x150,1]","[7,28]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,3,0,0,0.55,0,0,Plastifier MPOZZOLITH 472N,0]",200000.0,2,500.0,[25],[355.5],[4],[82],[0],[0],8.0,300.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,0.0,1,0.0,225.0,0.0,0,1,0.0,0,0,0,183.2,5
19603,25,S1-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,31.61,0.0,75,1,0.0,0,0,0,7.0,1
19604,25,S1-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,35.16,0.0,75,1,0.0,0,0,0,7.0,1
19605,25,S1-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,49.03,0.0,75,1,0.0,0,0,0,9.0,1
19606,25,S1-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,56.13,0.0,75,1,0.0,0,0,0,10.0,1
19607,25,S1-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,50.73,0.0,75,1,0.0,0,0,0,10.0,1
19608,25,S1-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,31.61,0.0,75,1,0.0,0,0,0,0.037,2
19609,25,S1-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,35.16,0.0,75,1,0.0,0,0,0,0.059,2
19610,25,S1-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,49.03,0.0,75,1,0.0,0,0,0,0.071,2
19611,25,S1-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,56.13,0.0,75,1,0.0,0,0,0,0.093,2
19612,25,S1-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,31.61,0.0,75,1,0.0,0,0,0,0.05,4
19613,25,S1-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,35.16,0.0,75,1,0.0,0,0,0,0.08,4
19614,25,S1-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,49.03,0.0,75,1,0.0,0,0,0,0.1,4
19615,25,S1-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,56.13,0.0,75,1,0.0,0,0,0,0.124,4
19616,25,S1-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,56.13,0.0,75,1,0.0,0,0,0,108.7,5
19617,25,S1-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,50.73,0.0,75,1,0.0,0,0,0,108.7,5
19618,25,S1-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,56.13,0.0,75,1,0.0,0,0,0,137.5,6
19619,25,S1-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,299.0,282,"[1,0]","[3,72]","[73,73]","[20,20]",0.0,"[45.52,49.7]","[1,150x300,0]","[28,75]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",209900.0,2,578.1,"[6,10,10,10]","[25,224,249,271]","[2,3,3,3]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,50.73,0.0,75,1,0.0,0,0,0,137.5,6
19620,25,S1-2,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,31.61,0.0,67,1,0.0,0,0,0,10.0,1
19621,25,S1-2,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,35.48,0.0,67,1,0.0,0,0,0,11.0,1
19622,25,S1-2,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,49.03,0.0,67,1,0.0,0,0,0,11.0,1
19623,25,S1-2,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,55.81,0.0,67,1,0.0,0,0,0,11.0,1
19624,25,S1-2,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,67.59,0.0,67,1,0.0,0,0,0,11.0,1
19625,25,S1-2,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,31.61,0.0,67,1,0.0,0,0,0,0.031,2
19626,25,S1-2,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,35.48,0.0,67,1,0.0,0,0,0,0.039,2
19627,25,S1-2,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,49.03,0.0,67,1,0.0,0,0,0,0.059,2
19628,25,S1-2,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,55.81,0.0,67,1,0.0,0,0,0,0.088,2
19629,25,S1-2,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,31.61,0.0,67,1,0.0,0,0,0,0.05,4
19630,25,S1-2,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,35.48,0.0,67,1,0.0,0,0,0,0.062,4
19631,25,S1-2,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,49.03,0.0,67,1,0.0,0,0,0,0.102,4
19632,25,S1-2,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,55.81,0.0,67,1,0.0,0,0,0,0.142,4
19633,25,S1-2,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,55.81,0.0,67,1,0.0,0,0,0,95.0,5
19634,25,S1-2,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,67.59,0.0,67,1,0.0,0,0,0,86.4,5
19635,25,S1-2,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,55.81,0.0,67,1,0.0,0,0,0,141.7,6
19636,25,S1-2,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,284,"[1,0]","[3,64]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,274]","[2,5]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,67.59,0.0,67,1,0.0,0,0,0,142.3,6
19637,25,S1-4,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,35.16,0.0,68,1,0.0,0,0,0,11.0,1
19638,25,S1-4,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,40.97,0.0,68,1,0.0,0,0,0,11.0,1
19639,25,S1-4,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,54.84,0.0,68,1,0.0,0,0,0,11.0,1
19640,25,S1-4,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,60.65,0.0,68,1,0.0,0,0,0,12.0,1
19641,25,S1-4,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,56.94,0.0,68,1,0.0,0,0,0,12.0,1
19642,25,S1-4,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,35.16,0.0,68,1,0.0,0,0,0,0.033,2
19643,25,S1-4,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,40.97,0.0,68,1,0.0,0,0,0,0.042,2
19644,25,S1-4,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,54.84,0.0,68,1,0.0,0,0,0,0.061,2
19645,25,S1-4,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,60.65,0.0,68,1,0.0,0,0,0,0.071,2
19646,25,S1-4,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,35.16,0.0,68,1,0.0,0,0,0,0.06,4
19647,25,S1-4,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,40.97,0.0,68,1,0.0,0,0,0,0.08,4
19648,25,S1-4,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,54.84,0.0,68,1,0.0,0,0,0,0.12,4
19649,25,S1-4,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,60.65,0.0,68,1,0.0,0,0,0,0.14,4
19650,25,S1-4,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,60.65,0.0,68,1,0.0,0,0,0,93.9,5
19651,25,S1-4,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,56.94,0.0,68,1,0.0,0,0,0,93.9,5
19652,25,S1-4,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,60.65,0.0,68,1,0.0,0,0,0,125.1,6
19653,25,S1-4,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,280,"[1,0]","[3,65]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,68]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",199300.0,2,551.1,"[6,22]","[25,269]","[2,2]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,56.94,0.0,68,1,0.0,0,0,0,125.1,6
19654,25,S1-6,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,11.16,0.0,256,1,0.0,0,0,0,2.0,1
19655,25,S1-6,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,14.84,0.0,256,1,0.0,0,0,0,5.0,1
19656,25,S1-6,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,33.87,0.0,256,1,0.0,0,0,0,11.0,1
19657,25,S1-6,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,37.74,0.0,256,1,0.0,0,0,0,12.0,1
19658,25,S1-6,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,32.97,0.0,256,1,0.0,0,0,0,12.0,1
19659,25,S1-6,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,11.16,0.0,256,1,0.0,0,0,0,0.025,2
19660,25,S1-6,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,14.84,0.0,256,1,0.0,0,0,0,0.026,2
19661,25,S1-6,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,33.87,0.0,256,1,0.0,0,0,0,0.039,2
19662,25,S1-6,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,37.74,0.0,256,1,0.0,0,0,0,0.043,2
19663,25,S1-6,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,11.16,0.0,256,1,0.0,0,0,0,0.03,4
19664,25,S1-6,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,14.84,0.0,256,1,0.0,0,0,0,0.03,4
19665,25,S1-6,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,33.87,0.0,256,1,0.0,0,0,0,0.06,4
19666,25,S1-6,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,37.74,0.0,256,1,0.0,0,0,0,0.06,4
19667,25,S1-6,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,37.74,0.0,256,1,0.0,0,0,0,98.5,5
19668,25,S1-6,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,32.97,0.0,256,1,0.0,0,0,0,89.6,5
19669,25,S1-6,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,37.74,0.0,256,1,0.0,0,0,0,192.8,6
19670,25,S1-6,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,303.0,271,"[1,0]","[3,253]","[73,73]","[20,20]",0.0,"[39.55,43]","[1,150x300,0]","[28,256]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,0,0]",209800.0,2,589.0,"[6,8,8,8]","[25,154,216,280]","[2,4,4,4]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,32.97,0.0,256,1,0.0,0,0,0,120.3,6
19671,25,S2-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,21.54,0.0,73,1,0.0,0,0,0,4.0,1
19672,25,S2-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,24.0,0.0,73,1,0.0,0,0,0,4.0,1
19673,25,S2-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,32.62,0.0,73,1,0.0,0,0,0,8.0,1
19674,25,S2-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,38.78,0.0,73,1,0.0,0,0,0,9.0,1
19675,25,S2-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,33.31,0.0,73,1,0.0,0,0,0,9.0,1
19676,25,S2-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,21.54,0.0,73,1,0.0,0,0,0,0.017,2
19677,25,S2-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,24.0,0.0,73,1,0.0,0,0,0,0.025,2
19678,25,S2-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,32.62,0.0,73,1,0.0,0,0,0,0.059,2
19679,25,S2-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,38.78,0.0,73,1,0.0,0,0,0,0.074,2
19680,25,S2-1,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,21.54,0.0,73,1,0.0,0,0,0,0.024,4
19681,25,S2-1,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,24.0,0.0,73,1,0.0,0,0,0,0.03,4
19682,25,S2-1,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,32.62,0.0,73,1,0.0,0,0,0,0.082,4
19683,25,S2-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,38.78,0.0,73,1,0.0,0,0,0,0.102,4
19684,25,S2-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,38.78,0.0,73,1,0.0,0,0,0,120.4,5
19685,25,S2-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,33.31,0.0,73,1,0.0,0,0,0,74.1,5
19686,25,S2-1,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,38.78,0.0,73,1,0.0,0,0,0,168.3,6
19687,25,S2-1,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,301.0,279,"[1,0]","[3,70]","[73,73]","[20,20]",0.0,"[45.52,49.4]","[1,150x300,0]","[28,73]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",223500.0,2,585.4,"[6,6,6,6]","[25,233,254,275]","[2,5,5,5]","[20,20,20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,33.31,0.0,73,1,0.0,0,0,0,130.8,6
19688,25,S2-3,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,26.91,0.0,66,1,0.0,0,0,0,9.0,1
19689,25,S2-3,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,30.81,0.0,66,1,0.0,0,0,0,11.0,1
19690,25,S2-3,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,38.61,0.0,66,1,0.0,0,0,0,12.0,1
19691,25,S2-3,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,42.72,0.0,66,1,0.0,0,0,0,13.0,1
19692,25,S2-3,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,41.64,0.0,66,1,0.0,0,0,0,13.0,1
19693,25,S2-3,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,26.91,0.0,66,1,0.0,0,0,0,0.024,2
19694,25,S2-3,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,30.81,0.0,66,1,0.0,0,0,0,0.029,2
19695,25,S2-3,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,38.61,0.0,66,1,0.0,0,0,0,0.042,2
19696,25,S2-3,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,42.72,0.0,66,1,0.0,0,0,0,0.052,2
19697,25,S2-3,1,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,26.91,0.0,66,1,0.0,0,0,0,0.04,4
19698,25,S2-3,2,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,30.81,0.0,66,1,0.0,0,0,0,0.06,4
19699,25,S2-3,3,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,38.61,0.0,66,1,0.0,0,0,0,0.1,4
19700,25,S2-3,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,42.72,0.0,66,1,0.0,0,0,0,0.12,4
19701,25,S2-3,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,42.72,0.0,66,1,0.0,0,0,0,85.0,5
19702,25,S2-3,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,41.64,0.0,66,1,0.0,0,0,0,87.0,5
19703,25,S2-3,4,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,42.72,0.0,66,1,0.0,0,0,0,134.1,6
19704,25,S2-3,5,https://doi.org/10.1016/j.engstruct.2016.06.026,Effect of Arrangement of Tensile Reinforcement on Flexural Stiffness and Cracking,2016,Engineering Structures,Lithuania,Vilnius Gediminas Technical University,Research Laboratory of Innovative Building Structures,"Viktor Gribniak, Alejandro Pérez Caldentey, Gintaris Kaklauskas, Arvydas Rimkus, Aleksandr Sokolov",3280.0,3000.0,1000.0,1000.0,300.0,282,"[1,0]","[3,63]","[73,73]","[20,20]",0.0,"[42.51,48.1]","[1,150x300,0]","[28,66]",[0],"[0,0,0]",[0],[0],"[0,0,0]",[0],"[1,2,0,0,0.31,16,0,plasticizer: Stachement 2067 & Muraplast FK 63.3,0]",210500.0,2,632.3,"[6,14]","[25,273]","[2,3]","[20,20]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,0,1,3,1,0.0,1,0.0,41.64,0.0,66,1,0.0,0,0,0,134.1,6
19705,26,test specimen 1,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1260.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,452.1,28,1,0.0,0,0,0,13.0,1
19706,26,test specimen 1,1,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1260.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,210.9,28,1,0.0,0,0,0,0.081,2
19707,26,test specimen 1,2,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1260.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,234.0,28,1,0.0,0,0,0,0.103,2
19708,26,test specimen 1,3,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1260.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,274.1,28,1,0.0,0,0,0,0.135,2
19709,26,test specimen 1,4,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1260.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,299.3,28,1,0.0,0,0,0,0.156,2
19710,26,test specimen 1,5,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1260.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,349.9,28,1,0.0,0,0,0,0.193,2
19711,26,test specimen 1,6,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1260.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,399.4,28,1,0.0,0,0,0,0.23,2
19712,26,test specimen 1,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1260.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,452.1,28,1,0.0,0,0,0,0.267,2
19713,26,test specimen 1,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1260.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1770]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,452.1,28,1,0.0,0,0,0,97.0,5
19714,26,test specimen 2,6,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1170.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,451.0,29,1,0.0,0,0,0,12.0,1
19715,26,test specimen 2,1,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1170.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,203.5,29,1,0.0,0,0,0,0.076,2
19716,26,test specimen 2,2,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1170.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,245.6,29,1,0.0,0,0,0,0.127,2
19717,26,test specimen 2,3,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1170.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,301.4,29,1,0.0,0,0,0,0.174,2
19718,26,test specimen 2,4,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1170.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,350.9,29,1,0.0,0,0,0,0.198,2
19719,26,test specimen 2,5,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1170.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,401.5,29,1,0.0,0,0,0,0.231,2
19720,26,test specimen 2,6,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1170.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,451.0,29,1,0.0,0,0,0,0.266,2
19721,26,test specimen 2,6,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1170.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1767]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,451.0,29,1,0.0,0,0,0,98.0,5
19722,26,test specimen 3,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1350.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,453.2,30,1,0.0,0,0,0,14.0,1
19723,26,test specimen 3,1,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1350.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,183.5,30,1,0.0,0,0,0,0.049,2
19724,26,test specimen 3,2,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1350.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,222.4,30,1,0.0,0,0,0,0.1,2
19725,26,test specimen 3,3,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1350.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,251.9,30,1,0.0,0,0,0,0.127,2
19726,26,test specimen 3,4,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1350.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,301.4,30,1,0.0,0,0,0,0.166,2
19727,26,test specimen 3,5,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1350.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,341.4,30,1,0.0,0,0,0,0.194,2
19728,26,test specimen 3,6,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1350.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,395.2,30,1,0.0,0,0,0,0.221,2
19729,26,test specimen 3,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1350.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,453.2,30,1,0.0,0,0,0,0.247,2
19730,26,test specimen 3,7,0,Material and structural design aspects of a prefabricated balcony of lightweight concrete,2017,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Elske Heuveln,4500.0,4100.0,1500.0,1350.0,270.0,400,[0],[0],[0],[0],0.0,"[17.9,34.9,43.9]","[2,150x150x150,1]","[1,7,28]",[2.73],"[2,150x150x150,2]",[28],[19793],"[3,0,1]",[28],"[3,2,8,1,0.4,16,0,Superplasticizer,1772]",200000.0,2,550.0,[12],[234],[4],[44],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,1,2,2,0.0,1,0.0,0.0,453.2,30,1,0.0,0,0,0,96.0,5
19731,27,16-20-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,136.0,1,0.0,0.0,483.6,52,1,0.0,0,0,0,43.0,1
19732,27,16-20-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,136.0,1,0.0,0.0,483.6,52,1,0.0,0,0,0,42.0,1
19733,27,16-20-00F,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,136.0,1,0.0,0.0,40.7,52,1,0.0,0,0,0,0.075,2
19734,27,16-20-00F,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,136.0,1,0.0,0.0,61.3,52,1,0.0,0,0,0,0.095,2
19735,27,16-20-00F,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,136.0,1,0.0,0.0,126.9,52,1,0.0,0,0,0,0.123,2
19736,27,16-20-00F,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,136.0,1,0.0,0.0,186.8,52,1,0.0,0,0,0,0.149,2
19737,27,16-20-00F,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,136.0,1,0.0,0.0,283.0,52,1,0.0,0,0,0,0.195,2
19738,27,16-20-00F,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,136.0,1,0.0,0.0,393.6,52,1,0.0,0,0,0,0.243,2
19739,27,16-20-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,136.0,1,0.0,0.0,483.6,52,1,0.0,0,0,0,0.296,2
19740,27,16-20-00F,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,136.0,1,0.0,0.0,40.7,52,1,0.0,0,0,0,0.064,2
19741,27,16-20-00F,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,136.0,1,0.0,0.0,61.3,52,1,0.0,0,0,0,0.087,2
19742,27,16-20-00F,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,136.0,1,0.0,0.0,126.9,52,1,0.0,0,0,0,0.107,2
19743,27,16-20-00F,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,136.0,1,0.0,0.0,186.8,52,1,0.0,0,0,0,0.133,2
19744,27,16-20-00F,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,136.0,1,0.0,0.0,283.0,52,1,0.0,0,0,0,0.173,2
19745,27,16-20-00F,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,136.0,1,0.0,0.0,393.6,52,1,0.0,0,0,0,0.216,2
19746,27,16-20-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,136.0,1,0.0,0.0,483.6,52,1,0.0,0,0,0,0.262,2
19747,27,16-20-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,49]",[0],[0],2.0,[34.9],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[32009],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[410],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,136.0,1,0.0,0.0,483.6,52,1,0.0,0,0,0,105.0,5
19748,27,16-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,25.0,44,1,0.0,0,0,0,0.122,2
19749,27,16-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,70.9,44,1,0.0,0,0,0,0.176,2
19750,27,16-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,116.1,44,1,0.0,0,0,0,0.176,2
19751,27,16-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,150.0,44,1,0.0,0,0,0,0.18,2
19752,27,16-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,226.9,44,1,0.0,0,0,0,0.209,2
19753,27,16-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,287.7,44,1,0.0,0,0,0,0.235,2
19754,27,16-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,351.6,44,1,0.0,0,0,0,0.275,2
19755,27,16-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,25.0,44,1,0.0,0,0,0,0.146,4
19756,27,16-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,70.9,44,1,0.0,0,0,0,0.28,4
19757,27,16-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,116.1,44,1,0.0,0,0,0,0.33,4
19758,27,16-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,150.0,44,1,0.0,0,0,0,0.368,4
19759,27,16-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,226.9,44,1,0.0,0,0,0,0.458,4
19760,27,16-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,287.7,44,1,0.0,0,0,0,0.497,4
19761,27,16-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,351.6,44,1,0.0,0,0,0,0.571,4
19762,27,16-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,41]",[0],[0],2.0,[33.77],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31694],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[40,225,410]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,110.0,1,0.0,0.0,351.6,44,1,0.0,0,0,0,156.13,5
19763,27,16-70-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,80.0,1,0.0,0.0,463.4,28,1,0.0,0,0,0,22.0,1
19764,27,16-70-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,80.0,1,0.0,0.0,463.4,28,1,0.0,0,0,0,23.0,1
19765,27,16-70-00F,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,80.0,1,0.0,0.0,40.5,28,1,0.0,0,0,0,0.094,2
19766,27,16-70-00F,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,80.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.139,2
19767,27,16-70-00F,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,80.0,1,0.0,0.0,96.1,28,1,0.0,0,0,0,0.16,2
19768,27,16-70-00F,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,80.0,1,0.0,0.0,204.4,28,1,0.0,0,0,0,0.315,2
19769,27,16-70-00F,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,80.0,1,0.0,0.0,316.5,28,1,0.0,0,0,0,0.393,2
19770,27,16-70-00F,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,80.0,1,0.0,0.0,416.3,28,1,0.0,0,0,0,0.483,2
19771,27,16-70-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,2,80.0,1,0.0,0.0,463.4,28,1,0.0,0,0,0,0.544,2
19772,27,16-70-00F,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,80.0,1,0.0,0.0,40.5,28,1,0.0,0,0,0,0.076,2
19773,27,16-70-00F,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,80.0,1,0.0,0.0,65.0,28,1,0.0,0,0,0,0.111,2
19774,27,16-70-00F,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,80.0,1,0.0,0.0,96.1,28,1,0.0,0,0,0,0.128,2
19775,27,16-70-00F,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,80.0,1,0.0,0.0,204.4,28,1,0.0,0,0,0,0.234,2
19776,27,16-70-00F,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,80.0,1,0.0,0.0,316.5,28,1,0.0,0,0,0,0.29,2
19777,27,16-70-00F,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,80.0,1,0.0,0.0,416.3,28,1,0.0,0,0,0,0.357,2
19778,27,16-70-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,80.0,1,0.0,0.0,463.4,28,1,0.0,0,0,0,0.397,2
19779,27,16-70-00F,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5220.0,3420.0,3420.0,3420.0,450.0,350,"[3,0]","[3,25]",[0],[0],2.0,[31.5],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31040],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,[16],[360],[4],[32],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,2,1,2,2,1,80.0,1,0.0,0.0,463.4,28,1,0.0,0,0,0,183.0,5
19780,27,16-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,35]",[0],[0],2.0,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,115.0,1,0.0,0.0,42.0,38,1,0.0,0,0,0,0.15,2
19781,27,16-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,35]",[0],[0],2.0,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,115.0,1,0.0,0.0,92.8,38,1,0.0,0,0,0,0.191,2
19782,27,16-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,35]",[0],[0],2.0,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,115.0,1,0.0,0.0,134.5,38,1,0.0,0,0,0,0.221,2
19783,27,16-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,35]",[0],[0],2.0,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,115.0,1,0.0,0.0,194.1,38,1,0.0,0,0,0,0.335,2
19784,27,16-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,35]",[0],[0],2.0,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,115.0,1,0.0,0.0,270.2,38,1,0.0,0,0,0,0.369,2
19785,27,16-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,35]",[0],[0],2.0,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,115.0,1,0.0,0.0,42.0,38,1,0.0,0,0,0,0.238,4
19786,27,16-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,35]",[0],[0],2.0,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,115.0,1,0.0,0.0,92.8,38,1,0.0,0,0,0,0.276,4
19787,27,16-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,35]",[0],[0],2.0,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,115.0,1,0.0,0.0,134.5,38,1,0.0,0,0,0,0.288,4
19788,27,16-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,35]",[0],[0],2.0,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,115.0,1,0.0,0.0,194.1,38,1,0.0,0,0,0,0.45,4
19789,27,16-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,35]",[0],[0],2.0,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,115.0,1,0.0,0.0,270.2,38,1,0.0,0,0,0,0.551,4
19790,27,16-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,35]",[0],[0],2.0,[32.91],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[31450],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[16,12,16]","[90,225,360]","[4,2,4]","[32,34,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,115.0,1,0.0,0.0,270.2,38,1,0.0,0,0,0,233.53,5
19791,27,25-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,14.2,69,1,0.0,0,0,0,0.038,2
19792,27,25-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,14.2,69,1,0.0,0,0,0,0.045,2
19793,27,25-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,28.4,69,1,0.0,0,0,0,0.054,2
19794,27,25-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,77.3,69,1,0.0,0,0,0,0.08,2
19795,27,25-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,108.3,69,1,0.0,0,0,0,0.099,2
19796,27,25-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,251.3,69,1,0.0,0,0,0,0.148,2
19797,27,25-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,320.8,69,1,0.0,0,0,0,0.15,2
19798,27,25-20T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,379.8,69,1,0.0,0,0,0,0.178,2
19799,27,25-20T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,14.2,69,1,0.0,0,0,0,0.046,4
19800,27,25-20T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,14.2,69,1,0.0,0,0,0,0.066,4
19801,27,25-20T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,28.4,69,1,0.0,0,0,0,0.096,4
19802,27,25-20T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,77.3,69,1,0.0,0,0,0,0.165,4
19803,27,25-20T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,108.3,69,1,0.0,0,0,0,0.19,4
19804,27,25-20T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,251.3,69,1,0.0,0,0,0,0.31,4
19805,27,25-20T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,320.8,69,1,0.0,0,0,0,0.384,4
19806,27,25-20T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,379.8,69,1,0.0,0,0,0,0.456,4
19807,27,25-20T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,66]",[0],[0],2.0,[41.78],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[33784],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[44.5,225,405.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,130.0,1,0.0,0.0,379.8,69,1,0.0,0,0,0,124.29,5
19808,27,25-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,12.4,98,1,0.0,0,0,0,0.044,2
19809,27,25-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,33.6,98,1,0.0,0,0,0,0.057,2
19810,27,25-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,47.2,98,1,0.0,0,0,0,0.075,2
19811,27,25-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,74.5,98,1,0.0,0,0,0,0.108,2
19812,27,25-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,113.4,98,1,0.0,0,0,0,0.103,2
19813,27,25-70T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,245.7,98,1,0.0,0,0,0,0.195,2
19814,27,25-70T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,305.6,98,1,0.0,0,0,0,0.241,2
19815,27,25-70T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,365.5,98,1,0.0,0,0,0,0.288,2
19816,27,25-70T,1,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,12.4,98,1,0.0,0,0,0,0.062,4
19817,27,25-70T,2,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,33.6,98,1,0.0,0,0,0,0.104,4
19818,27,25-70T,3,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,47.2,98,1,0.0,0,0,0,0.131,4
19819,27,25-70T,4,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,74.5,98,1,0.0,0,0,0,0.187,4
19820,27,25-70T,5,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,113.4,98,1,0.0,0,0,0,0.216,4
19821,27,25-70T,6,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,245.7,98,1,0.0,0,0,0,0.392,4
19822,27,25-70T,7,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,305.6,98,1,0.0,0,0,0,0.506,4
19823,27,25-70T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,365.5,98,1,0.0,0,0,0,0.62,4
19824,27,25-70T,8,0,Cracking of RC: Tension vs. Flexure,2018,0,Spain,Technical University of Madrid,Structures Laboratory of the Civil Engineering School,"Roberto García, Alejandro Pérez Caldentey",5000.0,5000.0,5000.0,5000.0,450.0,350,"[3,0]","[3,95]",[0],[0],2.0,[44.39],"[2,150x150x150,1]",[0],[0],"[0,0,0]",[0],[34404],"[0,0,0]",[0],"[2,3,8,1,0.55,20,0,0,0]",200000.0,2,500.0,"[25,12,25]","[94.5,225,355.5]","[4,2,4]","[32,38.5,32]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],1,1a,1,2,2,2,168.0,1,0.0,0.0,365.5,98,1,0.0,0,0,0,196.54,5
19825,28,F-20-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,503.0,0.0,0.0,28,1,0.0,0,0,0,0.08,2
19826,28,F-20-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,503.0,0.0,0.0,28,1,0.0,0,0,0,0.13,3
19827,28,F-20-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,585.0,0.0,0.0,28,1,0.0,0,0,0,0.15,2
19828,28,F-20-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,585.0,0.0,0.0,28,1,0.0,0,0,0,0.21,3
19829,28,F-32-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,753.0,0.0,0.0,28,1,0.0,0,0,0,0.06,2
19830,28,F-32-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,753.0,0.0,0.0,28,1,0.0,0,0,0,0.08,3
19831,28,F-32-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,804.0,0.0,0.0,28,1,0.0,0,0,0,0.08,2
19832,28,F-32-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,804.0,0.0,0.0,28,1,0.0,0,0,0,0.16,3
19833,28,S-20-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,520.0,0.0,0.0,28,1,0.0,0,0,0,0.1,2
19834,28,S-20-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,667.0,0.0,0.0,28,1,0.0,0,0,0,0.13,2
19835,28,S-20-40,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,808.0,0.0,0.0,28,1,0.0,0,0,0,0.13,2
19836,28,S-20-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,520.0,0.0,0.0,28,1,0.0,0,0,0,0.13,3
19837,28,S-20-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,667.0,0.0,0.0,28,1,0.0,0,0,0,0.16,3
19838,28,S-20-40,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,808.0,0.0,0.0,28,1,0.0,0,0,0,0.22,3
19839,28,S-20-40,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,808.0,0.0,0.0,28,1,0.0,0,0,0,163.0,5
19840,28,S-20-40,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[50,200,350]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,808.0,0.0,0.0,28,1,0.0,0,0,0,250.0,6
19841,28,S-20-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,574.0,0.0,0.0,28,1,0.0,0,0,0,0.14,2
19842,28,S-20-90,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,736.0,0.0,0.0,28,1,0.0,0,0,0,0.19,2
19843,28,S-20-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1003.0,0.0,0.0,28,1,0.0,0,0,0,0.24,2
19844,28,S-20-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,574.0,0.0,0.0,28,1,0.0,0,0,0,0.21,3
19845,28,S-20-90,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,736.0,0.0,0.0,28,1,0.0,0,0,0,0.31,3
19846,28,S-20-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1003.0,0.0,0.0,28,1,0.0,0,0,0,0.4,3
19847,28,S-20-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1003.0,0.0,0.0,28,1,0.0,0,0,0,217.0,5
19848,28,S-20-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[20,20,20]","[100,200,300]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1003.0,0.0,0.0,28,1,0.0,0,0,0,290.0,6
19849,28,S-32-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,743.0,0.0,0.0,28,1,0.0,0,0,0,0.04,2
19850,28,S-32-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1012.0,0.0,0.0,28,1,0.0,0,0,0,0.05,2
19851,28,S-32-40,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,743.0,0.0,0.0,28,1,0.0,0,0,0,0.07,3
19852,28,S-32-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1012.0,0.0,0.0,28,1,0.0,0,0,0,0.1,3
19853,28,S-32-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1012.0,0.0,0.0,28,1,0.0,0,0,0,178.0,5
19854,28,S-32-40,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[56,200,344]","[3,2,3]","[40,40,40]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1012.0,0.0,0.0,28,1,0.0,0,0,0,240.0,6
19855,28,S-32-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,805.0,0.0,0.0,28,1,0.0,0,0,0,0.09,2
19856,28,S-32-90,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1004.0,0.0,0.0,28,1,0.0,0,0,0,0.1,2
19857,28,S-32-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1201.0,0.0,0.0,28,1,0.0,0,0,0,0.12,2
19858,28,S-32-90,4,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1363.0,0.0,0.0,28,1,0.0,0,0,0,0.15,2
19859,28,S-32-90,1,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,805.0,0.0,0.0,28,1,0.0,0,0,0,0.17,3
19860,28,S-32-90,2,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1004.0,0.0,0.0,28,1,0.0,0,0,0,0.21,3
19861,28,S-32-90,3,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1201.0,0.0,0.0,28,1,0.0,0,0,0,0.24,3
19862,28,S-32-90,4,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1363.0,0.0,0.0,28,1,0.0,0,0,0,0.27,3
19863,28,S-32-90,4,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1363.0,0.0,0.0,28,1,0.0,0,0,0,266.0,5
19864,28,S-32-90,4,10.1002/suco.201700237,Experimental and theoretical investigation of crack width calculation methods for RC ties,2018,Structural Concrete,Norway,Norwegian University of Science and Technology,0,Tan et al.,3000.0,3000.0,2000.0,2000.0,400.0,400,[0],[28],[0],[0],0.0,[74.3],"[2,150x150x150,0]",[28],[4.14],"[0,0,0]",[28],[27400],"[0,0,0]",[28],"[2,3,0,2,0.4,0,0,0,0]",200000.0,2,500.0,"[32,32,32]","[106,200,294]","[3,2,3]","[90,90,90]",[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,1a,0,0,5,2,0.0,1,1363.0,0.0,0.0,28,1,0.0,0,0,0,320.0,6
19865,29,250-10-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,2.817,0.0,28,1,0.0,0,0,0,0.054,2
19866,29,250-10-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.184,0.0,28,1,0.0,0,0,0,0.085,2
19867,29,250-10-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.45,0.0,28,1,0.0,0,0,0,0.104,2
19868,29,250-10-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.799,0.0,28,1,0.0,0,0,0,0.121,2
19869,29,250-10-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.099,0.0,28,1,0.0,0,0,0,0.137,2
19870,29,250-10-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.395,0.0,28,1,0.0,0,0,0,0.151,2
19871,29,250-10-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.739,0.0,28,1,0.0,0,0,0,0.167,2
19872,29,250-10-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.043,0.0,28,1,0.0,0,0,0,0.183,2
19873,29,250-10-1,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.377,0.0,28,1,0.0,0,0,0,0.201,2
19874,29,250-10-1,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.68,0.0,28,1,0.0,0,0,0,0.218,2
19875,29,250-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.04,0.0,28,1,0.0,0,0,0,0.24,2
19876,29,250-10-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,2.817,0.0,28,1,0.0,0,0,0,0.084,4
19877,29,250-10-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.184,0.0,28,1,0.0,0,0,0,0.105,4
19878,29,250-10-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.45,0.0,28,1,0.0,0,0,0,0.123,4
19879,29,250-10-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.799,0.0,28,1,0.0,0,0,0,0.141,4
19880,29,250-10-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.099,0.0,28,1,0.0,0,0,0,0.162,4
19881,29,250-10-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.395,0.0,28,1,0.0,0,0,0,0.18,4
19882,29,250-10-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.739,0.0,28,1,0.0,0,0,0,0.198,4
19883,29,250-10-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.043,0.0,28,1,0.0,0,0,0,0.218,4
19884,29,250-10-1,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.377,0.0,28,1,0.0,0,0,0,0.237,4
19885,29,250-10-1,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.68,0.0,28,1,0.0,0,0,0,0.257,4
19886,29,250-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.04,0.0,28,1,0.0,0,0,0,0.284,4
19887,29,250-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.04,0.0,28,1,0.0,0,0,0,152.0,5
19888,29,250-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[28],[0],[0],2.0,[38.81],"[2,150x150x150,1]",[28],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.04,0.0,28,1,0.0,0,0,0,215.0,6
19889,29,250-10-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,2.835,0.0,33,1,0.0,0,0,0,0.04,2
19890,29,250-10-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.139,0.0,33,1,0.0,0,0,0,0.056,2
19891,29,250-10-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.498,0.0,33,1,0.0,0,0,0,0.085,2
19892,29,250-10-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.758,0.0,33,1,0.0,0,0,0,0.097,2
19893,29,250-10-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.102,0.0,33,1,0.0,0,0,0,0.114,2
19894,29,250-10-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.421,0.0,33,1,0.0,0,0,0,0.137,2
19895,29,250-10-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.713,0.0,33,1,0.0,0,0,0,0.154,2
19896,29,250-10-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.039,0.0,33,1,0.0,0,0,0,0.173,2
19897,29,250-10-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.369,0.0,33,1,0.0,0,0,0,0.189,2
19898,29,250-10-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.647,0.0,33,1,0.0,0,0,0,0.204,2
19899,29,250-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.921,0.0,33,1,0.0,0,0,0,0.223,2
19900,29,250-10-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,2.835,0.0,33,1,0.0,0,0,0,0.083,4
19901,29,250-10-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.139,0.0,33,1,0.0,0,0,0,0.101,4
19902,29,250-10-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.498,0.0,33,1,0.0,0,0,0,0.13,4
19903,29,250-10-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.758,0.0,33,1,0.0,0,0,0,0.148,4
19904,29,250-10-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.102,0.0,33,1,0.0,0,0,0,0.169,4
19905,29,250-10-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.421,0.0,33,1,0.0,0,0,0,0.188,4
19906,29,250-10-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.713,0.0,33,1,0.0,0,0,0,0.205,4
19907,29,250-10-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.039,0.0,33,1,0.0,0,0,0,0.221,4
19908,29,250-10-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.369,0.0,33,1,0.0,0,0,0,0.239,4
19909,29,250-10-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.647,0.0,33,1,0.0,0,0,0,0.26,4
19910,29,250-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.921,0.0,33,1,0.0,0,0,0,0.294,4
19911,29,250-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.921,0.0,33,1,0.0,0,0,0,148.0,5
19912,29,250-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[33],[0],[0],2.0,[39.84],"[2,150x150x150,1]",[33],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[210],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.921,0.0,33,1,0.0,0,0,0,205.0,6
19913,29,250-20-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.854,0.0,35,1,0.0,0,0,0,0.012,2
19914,29,250-20-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.654,0.0,35,1,0.0,0,0,0,0.027,2
19915,29,250-20-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.544,0.0,35,1,0.0,0,0,0,0.05,2
19916,29,250-20-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.299,0.0,35,1,0.0,0,0,0,0.074,2
19917,29,250-20-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,11.092,0.0,35,1,0.0,0,0,0,0.093,2
19918,29,250-20-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,12.959,0.0,35,1,0.0,0,0,0,0.111,2
19919,29,250-20-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,14.771,0.0,35,1,0.0,0,0,0,0.129,2
19920,29,250-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.567,0.0,35,1,0.0,0,0,0,0.146,2
19921,29,250-20-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.353,0.0,35,1,0.0,0,0,0,0.166,2
19922,29,250-20-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.179,0.0,35,1,0.0,0,0,0,0.182,2
19923,29,250-20-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.854,0.0,35,1,0.0,0,0,0,0.027,4
19924,29,250-20-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.654,0.0,35,1,0.0,0,0,0,0.056,4
19925,29,250-20-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.544,0.0,35,1,0.0,0,0,0,0.088,4
19926,29,250-20-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.299,0.0,35,1,0.0,0,0,0,0.137,4
19927,29,250-20-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,11.092,0.0,35,1,0.0,0,0,0,0.167,4
19928,29,250-20-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,12.959,0.0,35,1,0.0,0,0,0,0.201,4
19929,29,250-20-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,14.771,0.0,35,1,0.0,0,0,0,0.24,4
19930,29,250-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.567,0.0,35,1,0.0,0,0,0,0.272,4
19931,29,250-20-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.353,0.0,35,1,0.0,0,0,0,0.316,4
19932,29,250-20-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.179,0.0,35,1,0.0,0,0,0,0.345,4
19933,29,250-20-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.179,0.0,35,1,0.0,0,0,0,116.0,5
19934,29,250-20-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[35],[0],[0],2.0,[40.26],"[2,150x150x150,1]",[35],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.179,0.0,35,1,0.0,0,0,0,186.0,6
19935,29,250-20-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.858,0.0,39,1,0.0,0,0,0,0.021,2
19936,29,250-20-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.688,0.0,39,1,0.0,0,0,0,0.044,2
19937,29,250-20-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.488,0.0,39,1,0.0,0,0,0,0.066,2
19938,29,250-20-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.348,0.0,39,1,0.0,0,0,0,0.098,2
19939,29,250-20-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,11.118,0.0,39,1,0.0,0,0,0,0.122,2
19940,29,250-20-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,12.93,0.0,39,1,0.0,0,0,0,0.146,2
19941,29,250-20-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,14.723,0.0,39,1,0.0,0,0,0,0.167,2
19942,29,250-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.578,0.0,39,1,0.0,0,0,0,0.185,2
19943,29,250-20-3,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.349,0.0,39,1,0.0,0,0,0,0.203,2
19944,29,250-20-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.212,0.0,39,1,0.0,0,0,0,0.214,2
19945,29,250-20-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,3.858,0.0,39,1,0.0,0,0,0,0.049,4
19946,29,250-20-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,5.688,0.0,39,1,0.0,0,0,0,0.094,4
19947,29,250-20-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.488,0.0,39,1,0.0,0,0,0,0.145,4
19948,29,250-20-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.348,0.0,39,1,0.0,0,0,0,0.164,4
19949,29,250-20-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,11.118,0.0,39,1,0.0,0,0,0,0.203,4
19950,29,250-20-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,12.93,0.0,39,1,0.0,0,0,0,0.239,4
19951,29,250-20-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,14.723,0.0,39,1,0.0,0,0,0,0.27,4
19952,29,250-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.578,0.0,39,1,0.0,0,0,0,0.295,4
19953,29,250-20-3,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.349,0.0,39,1,0.0,0,0,0,0.319,4
19954,29,250-20-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.212,0.0,39,1,0.0,0,0,0,0.334,4
19955,29,250-20-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.212,0.0,39,1,0.0,0,0,0,143.0,5
19956,29,250-20-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,250.0,100,[6],[39],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[210],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.212,0.0,39,1,0.0,0,0,0,225.0,6
19957,29,350-10-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.069,0.0,35,1,0.0,0,0,0,0.039,2
19958,29,350-10-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.392,0.0,35,1,0.0,0,0,0,0.057,2
19959,29,350-10-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.677,0.0,35,1,0.0,0,0,0,0.065,2
19960,29,350-10-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.992,0.0,35,1,0.0,0,0,0,0.093,2
19961,29,350-10-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.436,0.0,35,1,0.0,0,0,0,0.117,2
19962,29,350-10-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.529,0.0,35,1,0.0,0,0,0,0.123,2
19963,29,350-10-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.91,0.0,35,1,0.0,0,0,0,0.156,2
19964,29,350-10-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.166,0.0,35,1,0.0,0,0,0,0.165,2
19965,29,350-10-1,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.462,0.0,35,1,0.0,0,0,0,0.183,2
19966,29,350-10-1,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.722,0.0,35,1,0.0,0,0,0,0.2,2
19967,29,350-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.025,0.0,35,1,0.0,0,0,0,0.216,2
19968,29,350-10-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.069,0.0,35,1,0.0,0,0,0,0.094,4
19969,29,350-10-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.392,0.0,35,1,0.0,0,0,0,0.115,4
19970,29,350-10-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.677,0.0,35,1,0.0,0,0,0,0.128,4
19971,29,350-10-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.992,0.0,35,1,0.0,0,0,0,0.155,4
19972,29,350-10-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.436,0.0,35,1,0.0,0,0,0,0.19,4
19973,29,350-10-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.529,0.0,35,1,0.0,0,0,0,0.202,4
19974,29,350-10-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.91,0.0,35,1,0.0,0,0,0,0.228,4
19975,29,350-10-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.166,0.0,35,1,0.0,0,0,0,0.248,4
19976,29,350-10-1,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.462,0.0,35,1,0.0,0,0,0,0.28,4
19977,29,350-10-1,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.722,0.0,35,1,0.0,0,0,0,0.315,4
19978,29,350-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.025,0.0,35,1,0.0,0,0,0,0.356,4
19979,29,350-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.025,0.0,35,1,0.0,0,0,0,164.0,5
19980,29,350-10-1,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[35],[0],[0],2.0,[41.09],"[2,150x150x150,1]",[39],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.025,0.0,35,1,0.0,0,0,0,209.0,6
19981,29,350-10-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.066,0.0,40,1,0.0,0,0,0,0.053,2
19982,29,350-10-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.38,0.0,40,1,0.0,0,0,0,0.071,2
19983,29,350-10-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.636,0.0,40,1,0.0,0,0,0,0.082,2
19984,29,350-10-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.962,0.0,40,1,0.0,0,0,0,0.1,2
19985,29,350-10-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.262,0.0,40,1,0.0,0,0,0,0.124,2
19986,29,350-10-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.54,0.0,40,1,0.0,0,0,0,0.137,2
19987,29,350-10-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.833,0.0,40,1,0.0,0,0,0,0.148,2
19988,29,350-10-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.144,0.0,40,1,0.0,0,0,0,0.174,2
19989,29,350-10-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.455,0.0,40,1,0.0,0,0,0,0.183,2
19990,29,350-10-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.751,0.0,40,1,0.0,0,0,0,0.195,2
19991,29,350-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.011,0.0,40,1,0.0,0,0,0,0.205,2
19992,29,350-10-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.066,0.0,40,1,0.0,0,0,0,0.091,4
19993,29,350-10-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.38,0.0,40,1,0.0,0,0,0,0.109,4
19994,29,350-10-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.636,0.0,40,1,0.0,0,0,0,0.129,4
19995,29,350-10-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.962,0.0,40,1,0.0,0,0,0,0.158,4
19996,29,350-10-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.262,0.0,40,1,0.0,0,0,0,0.178,4
19997,29,350-10-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.54,0.0,40,1,0.0,0,0,0,0.201,4
19998,29,350-10-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.833,0.0,40,1,0.0,0,0,0,0.226,4
19999,29,350-10-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.144,0.0,40,1,0.0,0,0,0,0.242,4
20000,29,350-10-2,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.455,0.0,40,1,0.0,0,0,0,0.25,4
20001,29,350-10-2,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.751,0.0,40,1,0.0,0,0,0,0.271,4
20002,29,350-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.011,0.0,40,1,0.0,0,0,0,0.29,4
20003,29,350-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.011,0.0,40,1,0.0,0,0,0,104.0,5
20004,29,350-10-2,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.011,0.0,40,1,0.0,0,0,0,168.0,6
20005,29,350-10-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.099,0.0,40,1,0.0,0,0,0,0.049,2
20006,29,350-10-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.451,0.0,40,1,0.0,0,0,0,0.062,2
20007,29,350-10-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.666,0.0,40,1,0.0,0,0,0,0.071,2
20008,29,350-10-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.029,0.0,40,1,0.0,0,0,0,0.085,2
20009,29,350-10-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.288,0.0,40,1,0.0,0,0,0,0.128,2
20010,29,350-10-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.581,0.0,40,1,0.0,0,0,0,0.138,2
20011,29,350-10-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.988,0.0,40,1,0.0,0,0,0,0.155,2
20012,29,350-10-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.233,0.0,40,1,0.0,0,0,0,0.166,2
20013,29,350-10-3,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.455,0.0,40,1,0.0,0,0,0,0.176,2
20014,29,350-10-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.714,0.0,40,1,0.0,0,0,0,0.185,2
20015,29,350-10-3,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.044,0.0,40,1,0.0,0,0,0,0.199,2
20016,29,350-10-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.099,0.0,40,1,0.0,0,0,0,0.079,4
20017,29,350-10-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.451,0.0,40,1,0.0,0,0,0,0.097,4
20018,29,350-10-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,6.666,0.0,40,1,0.0,0,0,0,0.109,4
20019,29,350-10-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.029,0.0,40,1,0.0,0,0,0,0.13,4
20020,29,350-10-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.288,0.0,40,1,0.0,0,0,0,0.146,4
20021,29,350-10-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.581,0.0,40,1,0.0,0,0,0,0.161,4
20022,29,350-10-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.988,0.0,40,1,0.0,0,0,0,0.176,4
20023,29,350-10-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.233,0.0,40,1,0.0,0,0,0,0.184,4
20024,29,350-10-3,9,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.455,0.0,40,1,0.0,0,0,0,0.191,4
20025,29,350-10-3,10,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,8.714,0.0,40,1,0.0,0,0,0,0.2,4
20026,29,350-10-3,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.044,0.0,40,1,0.0,0,0,0,0.219,4
20027,29,350-10-3,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.044,0.0,40,1,0.0,0,0,0,200.0,5
20028,29,350-10-3,11,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",223935.0,2,528.0,[10],[310],[1],[45],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,9.044,0.0,40,1,0.0,0,0,0,285.0,6
20029,29,350-20-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.221,0.0,40,1,0.0,0,0,0,0.006,2
20030,29,350-20-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.121,0.0,40,1,0.0,0,0,0,0.023,2
20031,29,350-20-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,10.07,0.0,40,1,0.0,0,0,0,0.056,2
20032,29,350-20-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,13.078,0.0,40,1,0.0,0,0,0,0.089,2
20033,29,350-20-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.019,0.0,40,1,0.0,0,0,0,0.118,2
20034,29,350-20-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.979,0.0,40,1,0.0,0,0,0,0.15,2
20035,29,350-20-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,21.927,0.0,40,1,0.0,0,0,0,0.183,2
20036,29,350-20-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.869,0.0,40,1,0.0,0,0,0,0.214,2
20037,29,350-20-1,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.221,0.0,40,1,0.0,0,0,0,0.015,4
20038,29,350-20-1,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.121,0.0,40,1,0.0,0,0,0,0.035,4
20039,29,350-20-1,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,10.07,0.0,40,1,0.0,0,0,0,0.059,4
20040,29,350-20-1,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,13.078,0.0,40,1,0.0,0,0,0,0.102,4
20041,29,350-20-1,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.019,0.0,40,1,0.0,0,0,0,0.132,4
20042,29,350-20-1,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.979,0.0,40,1,0.0,0,0,0,0.158,4
20043,29,350-20-1,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,21.927,0.0,40,1,0.0,0,0,0,0.195,4
20044,29,350-20-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.869,0.0,40,1,0.0,0,0,0,0.231,4
20045,29,350-20-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.869,0.0,40,1,0.0,0,0,0,158.0,5
20046,29,350-20-1,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[40],[0],[0],2.0,[41.29],"[2,150x150x150,1]",[40],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.869,0.0,40,1,0.0,0,0,0,170.0,6
20047,29,350-20-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.206,0.0,42,1,0.0,0,0,0,0.002,2
20048,29,350-20-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.181,0.0,42,1,0.0,0,0,0,0.008,2
20049,29,350-20-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,10.133,0.0,42,1,0.0,0,0,0,0.029,2
20050,29,350-20-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,13.056,0.0,42,1,0.0,0,0,0,0.054,2
20051,29,350-20-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.015,0.0,42,1,0.0,0,0,0,0.076,2
20052,29,350-20-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.975,0.0,42,1,0.0,0,0,0,0.096,2
20053,29,350-20-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,21.887,0.0,42,1,0.0,0,0,0,0.116,2
20054,29,350-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.82,0.0,42,1,0.0,0,0,0,0.134,2
20055,29,350-20-2,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.206,0.0,42,1,0.0,0,0,0,0.007,4
20056,29,350-20-2,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.181,0.0,42,1,0.0,0,0,0,0.016,4
20057,29,350-20-2,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,10.133,0.0,42,1,0.0,0,0,0,0.043,4
20058,29,350-20-2,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,13.056,0.0,42,1,0.0,0,0,0,0.071,4
20059,29,350-20-2,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.015,0.0,42,1,0.0,0,0,0,0.104,4
20060,29,350-20-2,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.975,0.0,42,1,0.0,0,0,0,0.139,4
20061,29,350-20-2,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,21.887,0.0,42,1,0.0,0,0,0,0.173,4
20062,29,350-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.82,0.0,42,1,0.0,0,0,0,0.205,4
20063,29,350-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.82,0.0,42,1,0.0,0,0,0,119.0,5
20064,29,350-20-2,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.82,0.0,42,1,0.0,0,0,0,150.0,6
20065,29,350-20-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.247,0.0,42,1,0.0,0,0,0,0.008,2
20066,29,350-20-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.121,0.0,42,1,0.0,0,0,0,0.02,2
20067,29,350-20-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,10.263,0.0,42,1,0.0,0,0,0,0.048,2
20068,29,350-20-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,13.022,0.0,42,1,0.0,0,0,0,0.073,2
20069,29,350-20-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.056,0.0,42,1,0.0,0,0,0,0.101,2
20070,29,350-20-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.931,0.0,42,1,0.0,0,0,0,0.126,2
20071,29,350-20-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,21.809,0.0,42,1,0.0,0,0,0,0.149,2
20072,29,350-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.876,0.0,42,1,0.0,0,0,0,0.177,2
20073,29,350-20-3,1,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,4.247,0.0,42,1,0.0,0,0,0,0.019,4
20074,29,350-20-3,2,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,7.121,0.0,42,1,0.0,0,0,0,0.037,4
20075,29,350-20-3,3,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,10.263,0.0,42,1,0.0,0,0,0,0.131,4
20076,29,350-20-3,4,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,13.022,0.0,42,1,0.0,0,0,0,0.206,4
20077,29,350-20-3,5,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.056,0.0,42,1,0.0,0,0,0,0.254,4
20078,29,350-20-3,6,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.931,0.0,42,1,0.0,0,0,0,0.294,4
20079,29,350-20-3,7,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,21.809,0.0,42,1,0.0,0,0,0,0.33,4
20080,29,350-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.876,0.0,42,1,0.0,0,0,0,0.374,4
20081,29,350-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.876,0.0,42,1,0.0,0,0,0,110.0,5
20082,29,350-20-3,8,0,Experimental and numerical research into cracking behavior in a reinforced concrete beam subjected to a restrained imposed curvature,2022,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,I. Cornelissen,3500.0,3000.0,1500.0,1500.0,350.0,100,[6],[42],[0],[0],2.0,[41.71],"[2,150x150x150,1]",[42],[2.77],"[2,150x150x150,2]",[28],[30119],"[3,500x100x100,1]",[36],"[3,2,0,2,0,8,0,0,0]",214704.0,2,598.0,[20],[310],[1],[40],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,24.876,0.0,42,1,0.0,0,0,0,150.0,6
20083,30,S1UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.5,0.0,40,1,0.0,0,0,0,13.0,1
20084,30,S1UND,1,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,15.5,0.0,40,1,0.0,0,0,0,0.21,2
20085,30,S1UND,2,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.0,0.0,40,1,0.0,0,0,0,0.221,2
20086,30,S1UND,3,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.5,0.0,40,1,0.0,0,0,0,0.234,2
20087,30,S1UND,4,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,17.1,0.0,40,1,0.0,0,0,0,0.247,2
20088,30,S1UND,5,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,17.7,0.0,40,1,0.0,0,0,0,0.259,2
20089,30,S1UND,6,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.2,0.0,40,1,0.0,0,0,0,0.273,2
20090,30,S1UND,7,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.7,0.0,40,1,0.0,0,0,0,0.285,2
20091,30,S1UND,8,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.3,0.0,40,1,0.0,0,0,0,0.298,2
20092,30,S1UND,9,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.8,0.0,40,1,0.0,0,0,0,0.311,2
20093,30,S1UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.5,0.0,40,1,0.0,0,0,0,0.33,2
20094,30,S1UND,1,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,15.5,0.0,40,1,0.0,0,0,0,0.581,4
20095,30,S1UND,2,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.0,0.0,40,1,0.0,0,0,0,0.608,4
20096,30,S1UND,3,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.5,0.0,40,1,0.0,0,0,0,0.649,4
20097,30,S1UND,4,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,17.1,0.0,40,1,0.0,0,0,0,0.69,4
20098,30,S1UND,5,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,17.7,0.0,40,1,0.0,0,0,0,0.73,4
20099,30,S1UND,6,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.2,0.0,40,1,0.0,0,0,0,0.776,4
20100,30,S1UND,7,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.7,0.0,40,1,0.0,0,0,0,0.815,4
20101,30,S1UND,8,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.3,0.0,40,1,0.0,0,0,0,0.862,4
20102,30,S1UND,9,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.8,0.0,40,1,0.0,0,0,0,0.906,4
20103,30,S1UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.5,0.0,40,1,0.0,0,0,0,0.976,4
20104,30,S1UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.5,0.0,40,1,0.0,0,0,0,150.0,5
20105,30,S1UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.5,0.0,40,1,0.0,0,0,0,208.0,6
20106,30,S2UND,18,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.4,0.0,47,1,0.0,0,0,0,12.0,1
20107,30,S2UND,1,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,11.0,0.0,47,1,0.0,0,0,0,0.114,2
20108,30,S2UND,2,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,11.6,0.0,47,1,0.0,0,0,0,0.13,2
20109,30,S2UND,3,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,12.1,0.0,47,1,0.0,0,0,0,0.148,2
20110,30,S2UND,4,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,12.7,0.0,47,1,0.0,0,0,0,0.173,2
20111,30,S2UND,5,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,13.2,0.0,47,1,0.0,0,0,0,0.19,2
20112,30,S2UND,6,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,13.8,0.0,47,1,0.0,0,0,0,0.208,2
20113,30,S2UND,7,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,14.3,0.0,47,1,0.0,0,0,0,0.226,2
20114,30,S2UND,8,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,14.9,0.0,47,1,0.0,0,0,0,0.248,2
20115,30,S2UND,9,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,15.5,0.0,47,1,0.0,0,0,0,0.266,2
20116,30,S2UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.0,0.0,47,1,0.0,0,0,0,0.282,2
20117,30,S2UND,11,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.6,0.0,47,1,0.0,0,0,0,0.298,2
20118,30,S2UND,12,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,17.1,0.0,47,1,0.0,0,0,0,0.313,2
20119,30,S2UND,13,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,17.6,0.0,47,1,0.0,0,0,0,0.329,2
20120,30,S2UND,14,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.2,0.0,47,1,0.0,0,0,0,0.347,2
20121,30,S2UND,15,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.7,0.0,47,1,0.0,0,0,0,0.313,2
20122,30,S2UND,16,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.3,0.0,47,1,0.0,0,0,0,0.33,2
20123,30,S2UND,17,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.8,0.0,47,1,0.0,0,0,0,0.345,2
20124,30,S2UND,18,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.4,0.0,47,1,0.0,0,0,0,0.363,2
20125,30,S2UND,1,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,11.0,0.0,47,1,0.0,0,0,0,0.164,4
20126,30,S2UND,2,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,11.6,0.0,47,1,0.0,0,0,0,0.182,4
20127,30,S2UND,3,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,12.1,0.0,47,1,0.0,0,0,0,0.206,4
20128,30,S2UND,4,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,12.7,0.0,47,1,0.0,0,0,0,0.23,4
20129,30,S2UND,5,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,13.2,0.0,47,1,0.0,0,0,0,0.253,4
20130,30,S2UND,6,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,13.8,0.0,47,1,0.0,0,0,0,0.282,4
20131,30,S2UND,7,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,14.3,0.0,47,1,0.0,0,0,0,0.314,4
20132,30,S2UND,8,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,14.9,0.0,47,1,0.0,0,0,0,0.347,4
20133,30,S2UND,9,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,15.5,0.0,47,1,0.0,0,0,0,0.373,4
20134,30,S2UND,10,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.0,0.0,47,1,0.0,0,0,0,0.403,4
20135,30,S2UND,11,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,16.6,0.0,47,1,0.0,0,0,0,0.419,4
20136,30,S2UND,12,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,17.1,0.0,47,1,0.0,0,0,0,0.44,4
20137,30,S2UND,13,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,17.6,0.0,47,1,0.0,0,0,0,0.463,4
20138,30,S2UND,14,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.2,0.0,47,1,0.0,0,0,0,0.49,4
20139,30,S2UND,15,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,18.7,0.0,47,1,0.0,0,0,0,0.515,4
20140,30,S2UND,16,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.3,0.0,47,1,0.0,0,0,0,0.541,4
20141,30,S2UND,17,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,19.8,0.0,47,1,0.0,0,0,0,0.571,4
20142,30,S2UND,18,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.4,0.0,47,1,0.0,0,0,0,0.602,4
20143,30,S2UND,18,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.4,0.0,47,1,0.0,0,0,0,171.4,5
20144,30,S2UND,18,0,The effect of chloride induced corrosion on parking garage structures,2023,0,The Netherlands,Eindhoven University of Technology,Structures Laboratory,Floor Thijssen,2500.0,2100.0,1200.0,1200.0,300.0,200,[2],[0],[0],[0],2.0,"[50.2,54.45]","[2,150x150x150,1]","[28,44]",[0],"[0,0,0]",[0],[37304],"[3,500x100x100,1]",[0],"[0,0,0,0,0,8,0,0,0]",217000.0,2,601.0,[16],[252],[1],[92],[0],[0],0.0,0.0,0,0,0.0,0.0,0.0,0,0,[0],[0],[0],[0],[0],2,2,1,2,2,1,0.0,1,0.0,20.4,0.0,47,1,0.0,0,0,0,210.0,6